CN210066469U - An anti-seismic device for civil engineering - Google Patents

An anti-seismic device for civil engineering Download PDF

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CN210066469U
CN210066469U CN201920749587.4U CN201920749587U CN210066469U CN 210066469 U CN210066469 U CN 210066469U CN 201920749587 U CN201920749587 U CN 201920749587U CN 210066469 U CN210066469 U CN 210066469U
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bridge deck
damper
bridge
pier
deck
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张良
陈公举
顾六鑫
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Zunyi Normal College
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Abstract

本实用新型公开了一种土木工程抗震装置,包括桥墩、第一桥面和第二桥面,所述桥墩的顶部分别通过减震机构分别与第一桥面的一端底部和第二桥面的一端底部连接。本实用新型中,通过第一固定块、第二固定块、第一转轴和第一阻尼器的配合作用,达到了第一桥面和第二桥面分别通过第一阻尼器与桥墩固定在一起的效果,实现了减轻缓解地震发生时第一桥面和第二桥面与桥墩之间左右晃动的力的功能,便于提高桥梁的抗震性;通过固定环和伸缩软管的配合作用,达到了伸缩软管分别固定在第一阻尼器外侧壁上和第二阻尼器外侧壁上的效果,实现了避免雨水和灰尘对第一阻尼器和第二阻尼器的腐蚀的功能,便于提高第一阻尼器和第二阻尼器的使用寿命。

Figure 201920749587

The utility model discloses an anti-seismic device for civil engineering, comprising a bridge pier, a first bridge deck and a second bridge deck. Connect at the bottom of one end. In the utility model, through the cooperation of the first fixed block, the second fixed block, the first rotating shaft and the first damper, the first bridge deck and the second bridge deck are respectively fixed to the bridge pier through the first damper. It has the effect of reducing the force of the left and right shaking between the first bridge deck, the second bridge deck and the bridge pier when an earthquake occurs, which is convenient to improve the earthquake resistance of the bridge; through the cooperation of the fixing ring and the expansion hose, the The effect that the telescopic hoses are respectively fixed on the outer side wall of the first damper and the outer side wall of the second damper realizes the function of preventing the corrosion of the first damper and the second damper by rainwater and dust, and is convenient to improve the first damper the service life of the damper and the second damper.

Figure 201920749587

Description

一种土木工程抗震装置An anti-seismic device for civil engineering

技术领域technical field

本实用新型涉及抗震装置技术领域,更具体地说,特别涉及一种土木工程抗震装置。The utility model relates to the technical field of anti-seismic devices, in particular to an anti-seismic device for civil engineering.

背景技术Background technique

土木工程是建造各类工程设施的科学技术的统称。它既指所应用的材料、设备和所进行的勘测、设计、施工、保养维修等技术活动;也指工程建设的对象,即建造在地上或地下、陆上或水中、直接或间接为人类生活、生产、军事、科学研究服务的各种工程设施,例如房屋、道路、铁路、运输管道、隧道、桥梁、运河、堤坝、港口、电站、飞机场、海洋平台、给水和排水以及防护工程等,现在的桥梁在建设的时候,首先预埋好桥墩,然后将定制的桥面放置到桥墩的顶部,然后在桥面上铺设路面,组成桥梁。Civil engineering is a general term for the science and technology of constructing various engineering facilities. It refers not only to the applied materials, equipment and technical activities such as surveying, design, construction, maintenance and repair, etc.; , various engineering facilities for production, military, scientific research services, such as houses, roads, railways, transportation pipelines, tunnels, bridges, canals, dams, ports, power stations, airports, offshore platforms, water supply and drainage, and protection works, etc., When the current bridge is being built, the piers are first pre-buried, and then the customized bridge deck is placed on the top of the pier, and then the pavement is laid on the bridge deck to form a bridge.

现在的桥梁在建设的过程中,通常在桥墩与桥面的连接处安装减震支座,将桥梁上部结构的全部荷载可靠地传递到墩台上,并减轻和缓解桥墩承受的震动,同时提高桥梁的抗震性能,而地震又分为横波和纵波,地震的纵波会导致桥墩上下运动,导致桥墩的墩台往上撞击到桥面,而现在桥梁上安装的减震支座只能对上下运动的桥墩进行减轻和缓解,减少桥墩撞击到桥面底部的冲击力,并不能对地震横波导致的桥梁左右晃动进行减轻和缓解。During the construction of the current bridge, the shock-absorbing bearing is usually installed at the connection between the pier and the bridge deck, so as to reliably transmit all the load of the bridge superstructure to the pier and abutment, and reduce and relieve the vibration of the pier, and at the same time improve the The seismic performance of bridges, and earthquakes are divided into transverse waves and longitudinal waves. The longitudinal waves of the earthquake will cause the piers to move up and down, causing the piers of the piers to hit the bridge deck upwards. Now the shock-absorbing bearings installed on the bridge can only move up and down. It can reduce and alleviate the impact force of the bridge pier hitting the bottom of the bridge deck, and it cannot reduce and alleviate the left-right shaking of the bridge caused by the seismic shear wave.

为此,我们提出一种土木工程抗震装置来解决上述问题。To this end, we propose a civil engineering seismic device to solve the above problems.

实用新型内容Utility model content

本实用新型的目的是为了解决现有技术中存在现在的桥梁在建设的过程中,通常在桥墩与桥面的连接处安装减震支座,将桥梁上部结构的全部荷载可靠地传递到墩台上,并减轻和缓解桥墩承受的震动,同时提高桥梁的抗震性能,而地震又分为横波和纵波,地震的纵波会导致桥墩上下运动,导致桥墩的墩台往上撞击到桥面,而现在桥梁上安装的减震支座只能对上下运动的桥墩进行减轻和缓解,减少桥墩撞击到桥面底部的冲击力,并不能对地震横波导致的桥梁左右晃动进行减轻和缓解的问题,而提出的一种土木工程抗震装置。The purpose of this utility model is to solve the problem of existing in the prior art that in the process of construction of the current bridge, the shock-absorbing bearing is usually installed at the connection between the pier and the bridge deck, so as to reliably transmit all the load of the upper structure of the bridge to the pier abutment The earthquake is divided into transverse waves and longitudinal waves. The longitudinal waves of the earthquake will cause the piers to move up and down, causing the piers of the pier to hit the bridge deck upwards, and now The shock-absorbing bearing installed on the bridge can only reduce and alleviate the piers that move up and down, reduce the impact force of the piers hitting the bottom of the bridge deck, and cannot reduce and alleviate the problem of the left-right shaking of the bridge caused by the seismic shear waves. A civil engineering anti-seismic device.

为了实现上述目的,本实用新型采用了如下技术方案:In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions:

一种土木工程抗震装置,包括桥墩、第一桥面和第二桥面,所述桥墩的顶部分别通过减震机构分别与第一桥面的一端底部和第二桥面的一端底部连接,所述桥墩的顶部外侧壁固定连接有多个第一固定块,所述第一桥面的底部和第二桥面的底部分别固定连接有多个第二固定块,所述第一固定块上和第二固定块上均设有第一凹槽,所述第一凹槽的内侧壁转动连接有第一转轴,两个对应的所述第一转轴通过第一阻尼器连接,所述第一桥面的两侧分别通过连接机构与第二桥面的两侧连接。An anti-seismic device for civil engineering, comprising a bridge pier, a first bridge deck and a second bridge deck, wherein the tops of the bridge piers are respectively connected with the bottom of one end of the first bridge deck and the bottom of one end of the second bridge deck through a shock absorbing mechanism. The top outer side walls of the bridge piers are fixedly connected with a plurality of first fixing blocks, the bottom of the first bridge deck and the bottom of the second bridge deck are respectively fixed with a plurality of second fixing blocks, and the first fixing blocks are connected to the bottom of the bridge deck. The second fixing block is provided with a first groove, the inner side wall of the first groove is rotatably connected with a first rotating shaft, the two corresponding first rotating shafts are connected by a first damper, the first bridge The two sides of the deck are respectively connected with the two sides of the second bridge deck through the connecting mechanism.

进一步地,所述减震机构包括减震支座,所述减震支座的顶部通过上支板与第一桥面的一端底部和第二桥面的一端底部连接,所述减震支座的底部固定通过下支板与桥墩的顶部连接。Further, the shock-absorbing mechanism includes a shock-absorbing support, the top of the shock-absorbing support is connected to the bottom of one end of the first bridge deck and the bottom of one end of the second bridge deck through the upper support plate, and the shock-absorbing support The bottom of the bridge is fixed with the top of the pier through the lower support plate.

进一步地,所述连接机构包括固定连接在第一桥面两侧外侧壁和第二桥面两侧外侧壁的第三固定块,所述第三固定块上设有第二凹槽,所述第二凹槽的内侧壁转动连接有第二转轴,两个对应的所述第二转轴通过第二阻尼器连接。Further, the connection mechanism includes a third fixing block fixedly connected to the outer sidewalls on both sides of the first bridge deck and the outer sidewalls on both sides of the second bridge deck, the third fixing block is provided with a second groove, the The inner side wall of the second groove is rotatably connected with a second rotating shaft, and the two corresponding second rotating shafts are connected by a second damper.

进一步地,所述第一固定块、第二固定块和第三固定块分别通过多个固定螺丝与桥墩、第一桥面和第二桥面连接。Further, the first fixing block, the second fixing block and the third fixing block are respectively connected to the bridge pier, the first bridge deck and the second bridge deck through a plurality of fixing screws.

进一步地,所述第一阻尼器的两端外侧壁和第二阻尼器的两端外侧壁分别固定套接有固定环,所述第一阻尼器的外侧壁和第二阻尼器的外侧壁上分别套设有伸缩软管,所述伸缩软管的两端分别与两个固定环的外侧壁固定连接。Further, the outer side walls at both ends of the first damper and the outer side walls at both ends of the second damper are respectively fixed and sleeved with fixing rings, and the outer side walls of the first damper and the outer side walls of the second damper are respectively fixed and sleeved with fixing rings. A telescopic hose is respectively sleeved, and both ends of the telescopic hose are respectively fixedly connected with the outer side walls of the two fixing rings.

本实用新型的实施例提供的技术方案可以包括以下有益效果:The technical solutions provided by the embodiments of the present utility model may include the following beneficial effects:

1、通过第一固定块、第二固定块、第一转轴和第一阻尼器的配合作用,达到了第一桥面和第二桥面分别通过第一阻尼器与桥墩固定在一起的效果,实现了减轻缓解地震发生时第一桥面和第二桥面与桥墩之间左右晃动的力的功能,便于提高桥梁的抗震性;1. Through the cooperation of the first fixed block, the second fixed block, the first rotating shaft and the first damper, the effect that the first bridge deck and the second bridge deck are respectively fixed to the bridge pier through the first damper is achieved, It realizes the function of alleviating the force of the left and right shaking between the first bridge deck, the second bridge deck and the bridge piers when an earthquake occurs, which is convenient to improve the earthquake resistance of the bridge;

2、通过固定环和伸缩软管的配合作用,达到了伸缩软管分别固定在第一阻尼器外侧壁上和第二阻尼器外侧壁上的效果,实现了避免雨水和灰尘对第一阻尼器和第二阻尼器的腐蚀的功能,便于提高第一阻尼器和第二阻尼器的使用寿命。2. Through the cooperation of the fixing ring and the telescopic hose, the effect that the telescopic hose is respectively fixed on the outer side wall of the first damper and the outer side wall of the second damper is achieved, and the effect of rain and dust on the first damper is avoided. And the corrosion function of the second damper is convenient to improve the service life of the first damper and the second damper.

附图说明Description of drawings

图1为本实用新型提出的一种土木工程抗震装置的结构示意图;Fig. 1 is the structural representation of a kind of civil engineering anti-seismic device proposed by the utility model;

图2为图1中A处的结构示意图;Fig. 2 is the structural representation at A place in Fig. 1;

图3为本实用新型提出的一种土木工程抗震装置的左视结构示意图。Fig. 3 is a left-view structural schematic diagram of a civil engineering anti-seismic device proposed by the utility model.

图中:1、桥墩;2、第一桥面;3、第二桥面;4、第一固定块;5、第二固定块;6、第一转轴;7、第一阻尼器;8、固定环;9、伸缩软管;10、第三固定块;11、第二转轴;12、第二阻尼器;13、固定螺丝;14、减震支座;15、上支板;16、下支板。In the figure: 1. Bridge pier; 2. The first bridge deck; 3. The second bridge deck; 4. The first fixing block; 5. The second fixing block; 6. The first rotating shaft; 7. The first damper; 8. Fixing ring; 9. Telescopic hose; 10. Third fixing block; 11. Second rotating shaft; 12. Second damper; 13. Fixing screw; 14. Damping support; 15. Upper support plate; 16. Lower support plate.

具体实施方式Detailed ways

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、完整地描述,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。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. Obviously, the described embodiments are only a part of the embodiments of the present utility model, rather than all the implementations. example.

参照图1-3,一种土木工程抗震装置,包括桥墩1、第一桥面2和第二桥面3,桥墩1的顶部分别通过减震机构分别与第一桥面2的一端底部和第二桥面3的一端底部连接,减震机构包括减震支座14,减震支座14的顶部通过上支板15与第一桥面2的一端底部和第二桥面3的一端底部连接,减震支座14的底部固定通过下支板16与桥墩1的顶部连接,需要说明的是,减震支座14是现有技术,在此不做过多叙述,上支板15和下支板16是分别焊接在减震支座14的顶部和底部的,上支板15通过螺栓和螺母的配合作用,分别固定在第一桥面2一端的底部和第二桥面3一端的底部,下支板16通过螺栓和螺母的配合作用,固定在桥墩1的顶部,减震支座14的作用是将桥梁上部结构的全部荷载可靠地传递到墩台上,并减轻和缓解桥墩1承受的震动,同时在地震发生时,减轻和缓解桥墩1和桥面之间上下撞击的冲击力,提高了桥面的抗震性。1-3, a civil engineering anti-seismic device includes a bridge pier 1, a first bridge deck 2 and a second bridge deck 3. The top of the bridge pier 1 is respectively connected to the bottom of one end of the first bridge deck 2 and the first bridge deck 2 through a shock absorbing mechanism. One end bottom of the two bridge decks 3 is connected, and the shock absorbing mechanism includes a shock absorbing support 14 , and the top of the shock absorbing support 14 is connected with one end bottom of the first bridge deck 2 and one end bottom of the second bridge deck 3 through the upper support plate 15 . , the bottom of the shock-absorbing support 14 is fixedly connected to the top of the bridge pier 1 through the lower support plate 16. It should be noted that the shock-absorbing support 14 is in the prior art, and will not be described here. The support plate 16 is welded to the top and bottom of the shock-absorbing support 14, respectively, and the upper support plate 15 is respectively fixed to the bottom of one end of the first bridge deck 2 and the bottom of one end of the second bridge deck 3 through the cooperation of bolts and nuts. , the lower support plate 16 is fixed on the top of the bridge pier 1 through the cooperation of bolts and nuts, and the function of the shock-absorbing support 14 is to reliably transmit all the load of the upper structure of the bridge to the pier and abutment, and reduce and alleviate the bearing of the bridge pier 1. At the same time, when the earthquake occurs, the impact force of the up and down impact between the pier 1 and the bridge deck is reduced and relieved, and the seismic resistance of the bridge deck is improved.

其中,桥墩1的顶部外侧壁固定连接有多个第一固定块4,第一桥面2的底部和第二桥面3的底部分别固定连接有多个第二固定块5,第一固定块4上和第二固定块5上均设有第一凹槽,第一凹槽的内侧壁转动连接有第一转轴6,两个对应的第一转轴6通过第一阻尼器7连接,需要说明的是,第一阻尼器7是现有技术,在此不做过多叙述,第一阻尼器7的作用是在地震发生时,缓解和减轻由于地震横波导致的桥面与桥墩1之间左右晃动的冲击力,便于提高桥梁的抗震性。A plurality of first fixing blocks 4 are fixedly connected to the top outer side walls of the bridge pier 1, and a plurality of second fixing blocks 5 are fixedly connected to the bottom of the first bridge deck 2 and the bottom of the second bridge deck 3 respectively. 4 and the second fixed block 5 are provided with a first groove, the inner side wall of the first groove is rotatably connected with a first rotating shaft 6, and the two corresponding first rotating shafts 6 are connected by a first damper 7, it needs to be explained However, the first damper 7 is in the prior art and will not be described too much here. The function of the first damper 7 is to relieve and reduce the left and right between the bridge deck and the bridge pier 1 caused by seismic shear waves when an earthquake occurs. The impact force of the shaking is convenient to improve the seismic resistance of the bridge.

其中,第一桥面2的两侧分别通过连接机构与第二桥面3的两侧连接,连接机构包括固定连接在第一桥面2两侧外侧壁和第二桥面3两侧外侧壁的第三固定块10,第三固定块10上设有第二凹槽,第二凹槽的内侧壁转动连接有第二转轴11,两个对应的第二转轴11通过第二阻尼器12连接,第一桥面2通过第二阻尼器12与第二桥面3连接,便于桥面发生震动时,减轻和缓解第一桥面2与第二桥面3往相反的方向运动的力,需要说明的是,第二阻尼器12是现有技术,在此不做过多叙述。Wherein, the two sides of the first bridge deck 2 are respectively connected with the two sides of the second bridge deck 3 through a connecting mechanism, and the connecting mechanism includes a fixed connection on the outer sidewalls on both sides of the first bridge deck 2 and the outer sidewalls on both sides of the second bridge deck 3 The third fixed block 10 is provided with a second groove on the third fixed block 10, the inner side wall of the second groove is rotatably connected with a second rotating shaft 11, and the two corresponding second rotating shafts 11 are connected by a second damper 12. , the first bridge deck 2 is connected with the second bridge deck 3 through the second damper 12, so that when the bridge deck vibrates, the force of the first bridge deck 2 and the second bridge deck 3 moving in opposite directions can be reduced and relieved. It should be noted that the second damper 12 is in the prior art, and is not described here.

其中,第一固定块4、第二固定块5和第三固定块10分别通过多个固定螺丝13与桥墩1、第一桥面2和第二桥面3连接,目的是便于将第一固定块4、第二固定块5和第三固定块10分别从桥墩1上、第一桥面2上和第二桥面3上拆掉或者安装到桥墩1上、第一桥面2上和第二桥面3。The first fixing block 4 , the second fixing block 5 and the third fixing block 10 are respectively connected with the bridge pier 1 , the first bridge deck 2 and the second bridge deck 3 through a plurality of fixing screws 13 , in order to facilitate the fixing of the first The block 4, the second fixed block 5 and the third fixed block 10 are respectively removed from the bridge pier 1, the first bridge deck 2 and the second bridge deck 3 or installed on the bridge pier 1, the first bridge deck 2 and the second bridge deck 3 respectively. Second deck 3.

其中,第一阻尼器7的两端外侧壁和第二阻尼器12的两端外侧壁分别固定套接有固定环8,第一阻尼器7的外侧壁和第二阻尼器12的外侧壁上分别套设有伸缩软管9,伸缩软管9的两端分别与两个固定环8的外侧壁固定连接,需要说明的是,伸缩软管9是现有技术,目的是套设在第一阻尼器7的外侧壁和第二阻尼器12的外侧壁上,避免雨水和空气中的灰尘对第一阻尼器7和第二阻尼器12造成的腐蚀,提高第一阻尼器7和第二阻尼器12的使用寿命。The outer side walls of both ends of the first damper 7 and the outer side walls of both ends of the second damper 12 are respectively fixed and sleeved with fixing rings 8 , and the outer side walls of the first damper 7 and the outer side walls of the second damper 12 The telescopic hoses 9 are respectively sleeved, and the two ends of the telescopic hoses 9 are respectively fixedly connected with the outer side walls of the two fixing rings 8. It should be noted that the telescopic hoses 9 are in the prior art, and the purpose is to be sleeved on the first On the outer side wall of the damper 7 and the outer side wall of the second damper 12, the corrosion of the first damper 7 and the second damper 12 caused by rainwater and dust in the air is avoided, and the first damper 7 and the second damper are improved. the service life of the device 12.

本实用新型中,第一桥面2的一端和第二桥面3的一端分别放置在桥墩1的墩台上,桥墩1的墩台通过减震支座14分别与第一桥面2的一端底部和第二桥面3的一端底部连接,利用减震支座14,将桥梁上部结构的全部荷载可靠地传递到墩台上,并减轻和缓解桥墩1承受的震动,同时在地震发生时,减轻和缓解桥墩1和桥面之间上下撞击的冲击力,提高了桥面的抗震性,同时第一桥面2的底部和第二桥面3的底部分别通过多个第一阻尼器7与桥墩1的墩台连接,便于在地震发生时,缓解和减轻由于地震横波导致的桥面与桥墩1之间左右晃动的冲击力,便于提高桥梁的抗震性,同时第一桥面2的两侧分别通过第二阻尼器12与第二桥面3连接,便于桥面发生震动时,减轻和缓解第一桥面2与第二桥面3往相反的方向运动的力,第一阻尼器7和第二阻尼器12的外侧壁分别套设有伸缩软管9,便于避免雨水和空气中的灰尘对第一阻尼器7和第二阻尼器12造成的腐蚀,提高第一阻尼器7和第二阻尼器12的使用寿命。In the present invention, one end of the first bridge deck 2 and one end of the second bridge deck 3 are respectively placed on the abutment of the bridge pier 1, and the abutment of the bridge pier 1 is respectively connected to one end of the first bridge deck 2 through the shock-absorbing support 14 The bottom is connected to the bottom of one end of the second bridge deck 3, and the shock-absorbing support 14 is used to reliably transmit all the load of the upper structure of the bridge to the abutment, and reduce and relieve the vibration of the bridge pier 1. At the same time, when an earthquake occurs, the The impact force of the up and down impact between the bridge pier 1 and the bridge deck is reduced and relieved, and the seismic resistance of the bridge deck is improved. The pier-abutment connection of the bridge pier 1 is convenient for alleviating and reducing the impact force of the left and right shaking between the bridge deck and the bridge pier 1 caused by the earthquake shear wave, which is convenient for improving the seismic resistance of the bridge. At the same time, the two sides of the first bridge deck 2 They are respectively connected with the second bridge deck 3 through the second dampers 12, so that when the bridge deck vibrates, the force of the first bridge deck 2 and the second bridge deck 3 moving in opposite directions can be reduced and relieved. The outer side walls of the second damper 12 are respectively sleeved with telescopic hoses 9, so as to avoid the corrosion of the first damper 7 and the second damper 12 caused by rainwater and dust in the air, and improve the first damper 7 and the second damper 12. The service life of the damper 12 .

本实用新型使用到的标准零件均可以从市场上购买,异形件根据说明书的和附图的记载均可以进行订制,各个零件的具体连接方式均采用现有技术中成熟的螺栓、铆钉、焊接等常规手段,机械、零件和设备均采用现有技术中,常规的型号,在此不再详述。The standard parts used in the utility model can be purchased from the market, the special-shaped parts can be customized according to the description in the specification and the drawings, and the specific connection method of each part adopts the mature bolts, rivets and welding in the prior art. and other conventional means, the machinery, parts and equipment all use conventional models in the prior art, which will not be described in detail here.

以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,根据本实用新型的技术方案及其实用新型构思加以等同替换或改变,都应涵盖在本实用新型的保护范围之内。The above description is only a preferred embodiment of the present invention, but the protection scope of the present invention is not limited to this. Equivalent replacement or modification of the new technical solution and its utility model concept shall be included within the protection scope of the present utility model.

Claims (5)

1.一种土木工程抗震装置,包括桥墩(1)、第一桥面(2)和第二桥面(3),其特征在于,所述桥墩(1)的顶部分别通过减震机构分别与第一桥面(2)的一端底部和第二桥面(3)的一端底部连接,所述桥墩(1)的顶部外侧壁固定连接有多个第一固定块(4),所述第一桥面(2)的底部和第二桥面(3)的底部分别固定连接有多个第二固定块(5),所述第一固定块(4)上和第二固定块(5)上均设有第一凹槽,所述第一凹槽的内侧壁转动连接有第一转轴(6),两个对应的所述第一转轴(6)通过第一阻尼器(7)连接,所述第一桥面(2)的两侧分别通过连接机构与第二桥面(3)的两侧连接。1. An anti-seismic device for civil engineering, comprising a bridge pier (1), a first bridge deck (2) and a second bridge deck (3), characterized in that the tops of the bridge piers (1) are respectively connected to the The bottom of one end of the first bridge deck (2) is connected with the bottom of one end of the second bridge deck (3). A plurality of second fixing blocks (5) are fixedly connected to the bottom of the bridge deck (2) and the bottom of the second bridge deck (3) respectively, and the first fixing block (4) and the second fixing block (5) are respectively fixed and connected. Each is provided with a first groove, the inner side wall of the first groove is rotatably connected with a first rotating shaft (6), and the two corresponding first rotating shafts (6) are connected by a first damper (7), so The two sides of the first bridge deck (2) are respectively connected with the two sides of the second bridge deck (3) through a connecting mechanism. 2.根据权利要求1所述的一种土木工程抗震装置,其特征在于,所述减震机构包括减震支座(14),所述减震支座(14)的顶部通过上支板(15)与第一桥面(2)的一端底部和第二桥面(3)的一端底部连接,所述减震支座(14)的底部固定通过下支板(16)与桥墩(1)的顶部连接。2 . The anti-seismic device for civil engineering according to claim 1 , wherein the shock absorbing mechanism comprises a shock absorbing support ( 14 ), and the top of the shock absorbing support ( 14 ) passes through the upper support plate ( 2 . 3 . 15) Connect to the bottom of one end of the first bridge deck (2) and the bottom of one end of the second bridge deck (3), and the bottom of the shock-absorbing support (14) is fixed to the bridge pier (1) through the lower support plate (16) top connection. 3.根据权利要求1所述的一种土木工程抗震装置,其特征在于,所述连接机构包括固定连接在第一桥面(2)两侧外侧壁和第二桥面(3)两侧外侧壁的第三固定块(10),所述第三固定块(10)上设有第二凹槽,所述第二凹槽的内侧壁转动连接有第二转轴(11),两个对应的所述第二转轴(11)通过第二阻尼器(12)连接。3. A civil engineering anti-seismic device according to claim 1, characterized in that, the connecting mechanism comprises a fixed connection on the outer side walls of the first bridge deck (2) on both sides and the outer sides on both sides of the second bridge deck (3). The third fixing block (10) of the wall, the third fixing block (10) is provided with a second groove, the inner side wall of the second groove is rotatably connected with a second rotating shaft (11), two corresponding The second rotating shaft (11) is connected through a second damper (12). 4.根据权利要求1所述的一种土木工程抗震装置,其特征在于,所述第一固定块(4)、第二固定块(5)和第三固定块(10)分别通过多个固定螺丝(13)与桥墩(1)、第一桥面(2)和第二桥面(3)连接。4. The anti-seismic device for civil engineering according to claim 1, wherein the first fixing block (4), the second fixing block (5) and the third fixing block (10) are respectively fixed by a plurality of The screw (13) is connected with the bridge pier (1), the first bridge deck (2) and the second bridge deck (3). 5.根据权利要求1所述的一种土木工程抗震装置,其特征在于,所述第一阻尼器(7)的两端外侧壁和第二阻尼器(12)的两端外侧壁分别固定套接有固定环(8),所述第一阻尼器(7)的外侧壁和第二阻尼器(12)的外侧壁上分别套设有伸缩软管(9),所述伸缩软管(9)的两端分别与两个固定环(8)的外侧壁固定连接。5 . The anti-seismic device for civil engineering according to claim 1 , wherein the outer walls at both ends of the first damper ( 7 ) and the outer walls at both ends of the second damper ( 12 ) are respectively fixed with sleeves. 6 . A fixing ring (8) is connected, the outer side wall of the first damper (7) and the outer side wall of the second damper (12) are respectively sleeved with a telescopic hose (9), the telescopic hose (9) ) are respectively fixedly connected with the outer side walls of the two fixing rings (8).
CN201920749587.4U 2019-05-23 2019-05-23 An anti-seismic device for civil engineering Expired - Fee Related CN210066469U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111519518A (en) * 2020-06-03 2020-08-11 郭婷婷 Prevent beam falling prevention device of lateral shifting
CN115787459A (en) * 2022-12-05 2023-03-14 中建五局土木工程有限公司 A cornice groove structure for bridge floor drainage under marine environment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111519518A (en) * 2020-06-03 2020-08-11 郭婷婷 Prevent beam falling prevention device of lateral shifting
CN115787459A (en) * 2022-12-05 2023-03-14 中建五局土木工程有限公司 A cornice groove structure for bridge floor drainage under marine environment
CN115787459B (en) * 2022-12-05 2025-12-12 中建五局土木工程有限公司 Eaves channel structure for bridge deck drainage in marine environments

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