CN108868813B - A kind of railway tunnel buffer structure - Google Patents
A kind of railway tunnel buffer structure Download PDFInfo
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- CN108868813B CN108868813B CN201810678666.0A CN201810678666A CN108868813B CN 108868813 B CN108868813 B CN 108868813B CN 201810678666 A CN201810678666 A CN 201810678666A CN 108868813 B CN108868813 B CN 108868813B
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/14—Layout of tunnels or galleries; Constructional features of tunnels or galleries, not otherwise provided for, e.g. portals, day-light attenuation at tunnel openings
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
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- Mining & Mineral Resources (AREA)
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- Life Sciences & Earth Sciences (AREA)
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- Architecture (AREA)
- Civil Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
Description
技术领域technical field
本发明涉及铁路隧道技术领域,具体涉及一种铁路隧道缓冲结构。The invention relates to the technical field of railway tunnels, in particular to a railway tunnel buffer structure.
背景技术Background technique
传统的缓冲结构都是采用混凝土浇筑成型,一旦成型,那么就只能针对一种工况,才能达到最优降噪效果;且如果后期工况改变,那么现有的混凝土缓冲结构无法适应新的的工况,达不到最优降噪效果,对乘客舒适度和洞口环境造成影响。The traditional buffer structure is formed by pouring concrete. Once formed, it can only achieve the optimal noise reduction effect for one working condition; and if the working conditions change later, the existing concrete buffer structure cannot adapt to the new one. The optimal noise reduction effect cannot be achieved, which will affect the comfort of passengers and the environment of the opening.
同时,在发生强烈地震时,传统的混凝土结构缓冲结构很可能受到破坏,会对整条线路的安全性造成影响,因为隧道结构的在发生地震时,一般洞口段破坏最严重。At the same time, in the event of a strong earthquake, the traditional concrete structure buffer structure is likely to be damaged, which will affect the safety of the entire line, because when an earthquake occurs, the tunnel entrance is generally the most severely damaged.
发明内容SUMMARY OF THE INVENTION
本发明针对现有技术的上述不足,提供了一种能够适应不同工况的铁路隧道缓冲结构。Aiming at the above deficiencies of the prior art, the present invention provides a railway tunnel buffer structure that can adapt to different working conditions.
为解决上述技术问题,本发明采用了下列技术方案:In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions:
提供了一种铁路隧道缓冲结构,其包括基座,基座上通过轨槽安装有若干缓冲板,缓冲板包括垫板,垫板活动设定于轨槽内,垫板的前端连接有下部环形板,下部环形板的上表面活动连接有上部环形板;基座上平行设置有若干防滑卡口,防滑卡口上活动安装有防滑卡板。A railway tunnel buffer structure is provided, which includes a base, a plurality of buffer plates are installed on the base through a rail groove, the buffer plate includes a backing plate, the backing plate is movably set in the rail groove, and the front end of the backing plate is connected with a lower annular ring. The upper surface of the lower annular plate is movably connected with the upper annular plate; a plurality of anti-skid bayonets are arranged in parallel on the base, and the anti-skid bayonet is movably installed with a non-slip bayonet.
上述技术方案中,优选的,轨槽的上表面、下表面和两侧面均对称布置有若干支撑滚动轴承,垫板通过支撑滚动轴承与轨槽活动连接。In the above technical solution, preferably, several supporting rolling bearings are symmetrically arranged on the upper surface, the lower surface and both sides of the rail groove, and the backing plate is movably connected to the rail groove through the supporting rolling bearings.
上述技术方案中,优选的,垫板的上部安装有支撑板,支撑板的前端与下部环形板连接。In the above technical solution, preferably, a support plate is installed on the upper part of the backing plate, and the front end of the support plate is connected with the lower annular plate.
上述技术方案中,优选的,下部环形板内设置有若干传动齿轮,上部环形板上设置有与传动齿轮配合的齿轮导轨。In the above technical solution, preferably, the lower annular plate is provided with a plurality of transmission gears, and the upper annular plate is provided with a gear guide that cooperates with the transmission gears.
上述技术方案中,优选的,下部环形板的前端与齿轮导轨对应的位置处设置有防滑锁。In the above technical solution, preferably, an anti-skid lock is provided at a position corresponding to the front end of the lower annular plate and the gear guide rail.
上述技术方案中,优选的,下部环形板的顶部布置有若干下部滚动轴承,上部环形板上设置有与下部滚动轴承配合的上部导轨。In the above technical solution, preferably, a plurality of lower rolling bearings are arranged on the top of the lower annular plate, and an upper guide rail matched with the lower rolling bearings is arranged on the upper annular plate.
上述技术方案中,优选的,下部环形板的前端的两侧边设置有防翻挡杆,上部环形板的下部侧边与防翻挡杆对应位置处设置有与防翻挡杆配合的上部导轨。In the above-mentioned technical scheme, preferably, the two sides of the front end of the lower annular plate are provided with anti-roll bar, and the lower side of the upper annular plate and the corresponding position of the anti-roll bar are provided with an upper guide rail that cooperates with the anti-roll bar. .
上述技术方案中,优选的,下部环形板的前侧面和支撑板的后端相对位置处设置有拉环。In the above technical solution, preferably, a pull ring is provided at the relative position of the front side surface of the lower annular plate and the rear end of the support plate.
上述技术方案中,优选的,基座包括对称设置的两个,每个基座上的缓冲板并列设置有四个;每个缓冲板对应的垫板和轨槽均有两个。In the above technical solution, preferably, the base includes two symmetrically arranged, and four buffer plates are arranged side by side on each base; each buffer plate corresponds to two pads and two rail grooves.
上述技术方案中,优选的,轨槽和垫板均为钢材料,基座为混凝土材料。In the above technical solution, preferably, the rail groove and the backing plate are made of steel, and the base is made of concrete.
本发明提供的上述铁路隧道缓冲结构的主要有益效果在于:The main beneficial effects of the above-mentioned railway tunnel buffer structure provided by the present invention are:
通过将基座上的缓冲板设置为可沿轨槽滑动的结构,并将缓冲板设置为上下环形板可相对移动的结构,使得本结构可以根据列车运行的速度及其他工况的需要,对缓冲结构进行调整,以达到最优的缓冲效果,进而实现最佳的降噪效果。By setting the buffer plate on the base to a structure that can slide along the rail grooves, and setting the buffer plate to a structure in which the upper and lower annular plates can move relatively, the structure can be adjusted according to the speed of the train and the needs of other working conditions. The buffer structure is adjusted to achieve the optimal buffering effect, thereby achieving the best noise reduction effect.
通过下部滚动轴承和传动齿轮将上下环形板连接,利用下部滚动轴承承接上部环形板的重力,进而减小上下环形板相对滑动时产生的摩擦力;通过齿轮提供上下环形板相对移动的动力,通过分别设计两种结构,保证缓冲板的使用效果,并能有效提高其使用寿命。The upper and lower annular plates are connected by the lower rolling bearing and the transmission gear, and the lower rolling bearing is used to support the gravity of the upper annular plate, thereby reducing the frictional force generated when the upper and lower annular plates slide relative to each other; The two structures ensure the use effect of the buffer plate and can effectively improve its service life.
通过设计防滑锁,能够防止上部环形板在重力作用下非受控地向下滑动,保证结构的稳定性;通过设计防翻档杆,避免在上部环形板在到达前端位置后,向下翻转,从而脱离下部板。By designing a non-slip lock, the upper annular plate can be prevented from sliding down uncontrollably under the action of gravity, so as to ensure the stability of the structure; thereby detaching from the lower plate.
通过将轨槽和垫板均设置为钢材料,利用其抗震性能好于混凝土结构的特点,充分适应洞口段地震破坏最严重的特点,在结构抗震安全性上优于传统的混凝土结构。By setting the rail groove and the backing plate as steel materials, the seismic performance is better than that of the concrete structure.
附图说明Description of drawings
图1为铁路隧道缓冲结构的总装图。Figure 1 is the general assembly drawing of the railway tunnel buffer structure.
图2为铁路隧道缓冲结构的正视图。Figure 2 is a front view of the railway tunnel buffer structure.
图3为下部环形板的后视图。Figure 3 is a rear view of the lower annular plate.
图4为上部环形板的前视图。Figure 4 is a front view of the upper annular plate.
图5为铁路隧道缓冲结构的侧视图。Figure 5 is a side view of the railway tunnel buffer structure.
图6为铁路隧道缓冲结构的侧面剖视图。Figure 6 is a side sectional view of the railway tunnel buffer structure.
图7为防滑锁部的结构示意图。FIG. 7 is a schematic view of the structure of the anti-skid locking portion.
其中,1、基座,11、轨槽,111、支撑滚动轴承,12、防滑卡口,13、防滑卡板,2、缓冲板,21、垫板,22、支撑板,221、拉环,23、下部环形板,231、下部滚动轴承,232、传动齿轮,233、防滑锁,234、防翻挡杆,24、上部环形板,241、上部导轨,242、齿轮导轨。Among them, 1. Base, 11, Rail groove, 111, Support rolling bearing, 12, Anti-skid bayonet, 13, Anti-skid card plate, 2. Buffer plate, 21, Backing plate, 22, Support plate, 221, Pull ring, 23 , The lower ring plate, 231, the lower rolling bearing, 232, the transmission gear, 233, the anti-skid lock, 234, the anti-roll bar, 24, the upper ring plate, 241, the upper rail, 242, the gear rail.
具体实施方式Detailed ways
下面结合附图对本发明作进一步说明:The present invention will be further described below in conjunction with the accompanying drawings:
如图1所示,其为铁路隧道缓冲结构的结构示意图。As shown in Figure 1, it is a schematic structural diagram of a railway tunnel buffer structure.
本发明提供铁路隧道缓冲结构包括基座1,基座1上通过轨槽11安装有若干缓冲板2,缓冲板2包括垫板21,基座1包括对称设置的两个,每个基座1上的缓冲板2并列设置有四个;每个缓冲板2对应的垫板21和轨槽11均有两个。The present invention provides a railway tunnel buffer structure including a base 1, a plurality of buffer plates 2 are installed on the base 1 through rail grooves 11, the buffer plates 2 include a backing plate 21, the base 1 includes two symmetrically arranged, and each base 1 Four buffer plates 2 are arranged side by side; each buffer plate 2 has two corresponding backing plates 21 and two rail grooves 11 .
如图5和图6所示,垫板21活动设定于轨槽11内,轨槽11的上表面、下表面和两侧面均对称布置有若干支撑滚动轴承111,垫板21通过支撑滚动轴承111与轨槽11活动连接。As shown in FIG. 5 and FIG. 6 , the backing plate 21 is movably set in the rail groove 11 , and a plurality of supporting rolling bearings 111 are symmetrically arranged on the upper surface, the lower surface and both sides of the rail groove 11 . The rail groove 11 is movably connected.
如图2和图3所示,垫板21的前端连接有下部环形板23,垫板21的上部安装有支撑板22,支撑板22的前端与下部环形板23连接;下部环形板23的上表面活动连接有上部环形板24;基座1上平行设置有若干防滑卡口12,防滑卡口12上活动安装有防滑卡板13。As shown in Figures 2 and 3, the front end of the backing plate 21 is connected with a lower annular plate 23, the upper part of the backing plate 21 is mounted with a supporting plate 22, and the front end of the supporting plate 22 is connected with the lower annular plate 23; An upper annular plate 24 is movably connected to the surface; a plurality of anti-skid bayonets 12 are arranged in parallel on the base 1 , and a non-slip bayonet 13 is movably installed on the anti-skid bayonet 12 .
下部环形板23内设置有若干传动齿轮232,上部环形板24上设置有与传动齿轮232配合的齿轮导轨242;下部环形板23的前端与齿轮导轨242对应的位置处设置有防滑锁233。The lower annular plate 23 is provided with a plurality of transmission gears 232, and the upper annular plate 24 is provided with a gear guide 242 matched with the transmission gear 232;
如图7所示,防滑锁233包括安装于下部环形板23的前端的连杆,连杆铰接有一转轴,转轴的下端通过弹簧与下部环形板23的前端连接,转轴上侧通过软绳与下部环形板23的前端连接,转轴的上端与齿轮导轨242的齿槽相接触,当上部环形板23在重力作用下非受控地向下滑动时,齿轮导轨242的齿槽带动转轴的端部作顺时针转动,转轴的另一端带动弹簧拉伸,当弹簧拉伸到极限时,转轴不再转动,从而限制齿轮导轨242与转轴的相对移动,进而限制上部环形板23的移动。As shown in FIG. 7 , the anti-skid lock 233 includes a connecting rod installed on the front end of the lower annular plate 23, the connecting rod is hinged with a rotating shaft, the lower end of the rotating shaft is connected with the front end of the lower annular plate 23 through a spring, and the upper side of the rotating shaft is connected to the lower part through a soft rope The front end of the annular plate 23 is connected, and the upper end of the rotating shaft is in contact with the tooth groove of the gear guide 242. When the upper annular plate 23 slides down uncontrollably under the action of gravity, the tooth groove of the gear guide 242 drives the end of the rotating shaft to move. Turning clockwise, the other end of the rotating shaft drives the spring to stretch. When the spring is stretched to the limit, the rotating shaft no longer rotates, thereby restricting the relative movement of the gear guide 242 and the rotating shaft, thereby restricting the movement of the upper annular plate 23 .
下部环形板23的顶部布置有若干下部滚动轴承231,如图4所示,上部环形板24上设置有与下部滚动轴承231配合的上部导轨241;通过下部滚动轴承231和传动齿轮232将上下环形板连接,利用下部滚动轴承231承接上部环形板24的重力,进而减小上下环形板相对滑动时产生的摩擦力;通过传动齿轮232提供上下环形板相对移动的动力,通过分别设计两种结构,保证缓冲板2的使用效果,并能有效提高其使用寿命。A number of lower rolling bearings 231 are arranged on the top of the lower annular plate 23. As shown in FIG. 4, the upper annular plate 24 is provided with an upper guide rail 241 that cooperates with the lower rolling bearing 231; The lower rolling bearing 231 is used to bear the gravity of the upper annular plate 24, thereby reducing the friction force generated when the upper and lower annular plates slide relative to each other; the power for the relative movement of the upper and lower annular plates is provided by the transmission gear 232, and the buffer plate 2 is ensured by designing two structures respectively. the use effect, and can effectively improve its service life.
下部环形板23的前端的两侧边设置有防翻挡杆234,防翻挡杆234没测包括上下两个;上部环形板24的下部侧边与防翻挡杆234对应位置处设置有与防翻挡杆234配合的上部导轨241,上部导轨241的上下两端封闭,以便与防翻挡杆234卡接配合;当上部环形板24在到达相对于下部环形板23的前端位置后,容易出现在重力作用下向下翻转,从而脱离下部环形板23的情况;通过防翻挡杆234抵接于上部环形板24两侧边的上部导轨241内,受防翻挡杆234的作用,上部环形板24无法继续向上滑动,从而只能在有限范围内运动,进而避免出现脱离下部环形板23的情况。The two sides of the front end of the lower annular plate 23 are provided with anti-roll bar 234, and the anti-roll bar 234 does not include two upper and lower; The upper guide rail 241 to which the anti-roll bar 234 is matched, the upper and lower ends of the upper guide rail 241 are closed, so as to be snap-fitted with the anti-roll bar 234; when the upper annular plate 24 reaches the front end position relative to the lower annular plate 23, Under the action of gravity, it turns downwards, thereby detaching from the lower annular plate 23; through the anti-roll bar 234 abutting on the upper guide rails 241 on both sides of the upper annular plate 24, under the action of the anti-roll bar 234, the upper The annular plate 24 cannot continue to slide upwards, so it can only move in a limited range, thereby avoiding the situation of being separated from the lower annular plate 23 .
下部环形板23的前侧面和支撑板22的后端相对位置处设置有拉环221。通过拉环221,便于移动垫板21在轨槽11内的位置。A pull ring 221 is provided at the opposite position of the front side of the lower annular plate 23 and the rear end of the support plate 22 . The pull ring 221 facilitates the movement of the position of the backing plate 21 in the rail groove 11 .
本发明的铁路隧道缓冲结构包括上面对本发明的具体实施方式进行描述,以便于本技术领域的技术人员理解本发明,但应该清楚,本发明不限于具体实施方式的范围,对本技术领域的普通技术人员来讲,只要各种变化在所附的权利要求限定和确定的本发明的精神和范围内,这些变化是显而易见的,一切利用本发明构思的发明创造均在保护之列。The railway tunnel buffer structure of the present invention includes the description of the specific embodiments of the present invention above, so that those skilled in the art can understand the present invention. For personnel, as long as various changes are within the spirit and scope of the present invention defined and determined by the appended claims, these changes are obvious, and all inventions and creations utilizing the inventive concept are included in the protection list.
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