CN104018421A - One-way spiral bridge - Google Patents
One-way spiral bridge Download PDFInfo
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- CN104018421A CN104018421A CN201410231533.0A CN201410231533A CN104018421A CN 104018421 A CN104018421 A CN 104018421A CN 201410231533 A CN201410231533 A CN 201410231533A CN 104018421 A CN104018421 A CN 104018421A
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Abstract
本发明公开了一种单向螺旋桥,包括括中心梁、若干桥板单元以及用于使得中心梁匀速旋转的转动装置,桥板单元均匀固定在中心梁上,与中心梁呈90度,且在中心梁中心梁两侧的长度相等,桥板单元之间呈固定角度,构成沿中心梁轴线方向的螺旋结构,且中心梁一端的桥板单元与中心梁另一端的桥板单元的角度大于等于60度,整桥累计所成角度可达到90度,通过螺旋桥的主动旋转,过桥的物体只能在特定的方向特定的速度过桥。本发明使得桥具备单向通行的功能,同时也是一项具有娱乐性和安全性的新型标志建筑,且易于实现。
The invention discloses a one-way spiral bridge, which comprises a central girder, several bridge plate units and a rotating device for making the central girder rotate at a uniform speed. The lengths on both sides of the center girder are equal, and the bridge plate units form a fixed angle, forming a spiral structure along the axis of the center girder, and the angle between the bridge plate unit at one end of the center girder and the bridge plate unit at the other end of the center girder is greater than It is equal to 60 degrees, and the accumulated angle of the whole bridge can reach 90 degrees. Through the active rotation of the helical bridge, objects crossing the bridge can only cross the bridge in a specific direction and at a specific speed. The invention enables the bridge to have the function of one-way traffic, is also a new type of landmark building with entertainment and safety, and is easy to realize.
Description
技术领域 technical field
本发明涉及桥梁领域,尤其涉及一种单向螺旋桥。 The invention relates to the field of bridges, in particular to a one-way spiral bridge.
背景技术 Background technique
现有的桥梁结构由下部的桥墩、桥台和基础以及上部的桥跨结构组成。而传统意义上桥型一般分为梁桥、拱桥、悬索桥等等。它们的共同特点都在于桥面为水平且为静止的。 The existing bridge structure consists of the lower piers, abutments and foundations and the upper span structure. In the traditional sense, bridge types are generally divided into girder bridges, arch bridges, suspension bridges and so on. Their common feature is that the bridge deck is horizontal and static.
现有的桥基本都是双向通过的,除非人为限制,基本无法实现单向通过的功能,且现有的桥大致结构类似,桥面四平八稳,娱乐性较差。 Existing bridges are basically two-way traffic, unless artificially restricted, it is basically impossible to realize the function of one-way traffic, and the existing bridges are generally similar in structure, the bridge deck is smooth and stable, and the entertainment is poor. the
发明内容 Contents of the invention
本发明所要解决的技术问题是针对背景技术的缺陷,提供过一种单向螺旋桥,能够在保证人能安全通过的前提下实现单向通过,且无需人员看管。 The technical problem to be solved by the present invention is to provide a one-way spiral bridge for the defects of the background technology, which can realize one-way passage under the premise that people can pass safely, and does not need personnel to guard.
本发明为解决上述技术问题采用以下技术方案: The present invention adopts the following technical solutions for solving the problems of the technologies described above:
一种单向螺旋桥,包括中心梁、若干桥板单元以及用于使得中心梁匀速旋转的转动装置; A one-way spiral bridge, comprising a central girder, several bridge plate units and a rotating device for making the central girder rotate at a uniform speed;
所述桥板单元均匀固定在中心梁上,与中心梁呈90度,且在中心梁中心梁两侧的长度相等; The bridge plate unit is evenly fixed on the center beam, at 90 degrees to the center beam, and the lengths on both sides of the center beam are equal;
所述桥板单元之间呈固定角度,构成沿中心梁轴线方向的螺旋结构,且中心梁一端的桥板单元与中心梁另一端的桥板单元的角度大于等于60度。 The bridge plate units form a fixed angle to form a spiral structure along the axis of the center beam, and the angle between the bridge plate unit at one end of the center beam and the bridge plate unit at the other end of the center beam is greater than or equal to 60 degrees.
作为本发明一种单向螺旋桥进一步的优化方案,所述桥板单元包括副梁、桥板和至少两个桥板支撑结构,所述桥板通过桥板支撑结构固定在副梁上,所述副梁穿过中心梁的中轴线固定在中心梁上。 As a further optimization scheme of a one-way spiral bridge in the present invention, the bridge deck unit includes a sub-beam, a bridge deck and at least two bridge deck support structures, and the bridge deck is fixed on the sub-beam through the bridge deck support structure, so Said auxiliary beam passes through the central axis of the central beam and is fixed on the central beam.
作为本发明一种单向螺旋桥进一步的优化方案,所述桥板单元还包括另一个桥板,该桥板通过桥板支撑结构对称的固定在副梁的另一侧。 As a further optimization scheme of the one-way spiral bridge of the present invention, the bridge plate unit further includes another bridge plate, which is symmetrically fixed on the other side of the subbeam through the bridge plate supporting structure.
作为本发明一种单向螺旋桥进一步的优化方案,所述桥板支撑结构包括支撑主梁、桥板固定板和两个支撑副梁,所述支撑主梁穿过副梁的中轴线固定在副梁上,所述桥板固定板固定在所述桥板上,所述桥板固定板通过两个支撑副梁分别与所述支撑主梁的两端固定连接。 As a further optimization scheme of a one-way spiral bridge in the present invention, the bridge deck support structure includes a supporting main girder, a bridge deck fixing plate and two supporting sub-beams, and the supporting main girder passes through the central axis of the sub-beam and is fixed on the On the sub-beam, the bridge plate fixing plate is fixed on the bridge plate, and the bridge plate fixing plate is respectively fixedly connected with two ends of the supporting main beam through two supporting sub-beams.
作为本发明一种单向螺旋桥进一步的优化方案,所述中心梁、桥板单元的副梁为圆柱形结构。 As a further optimization scheme of the one-way spiral bridge of the present invention, the central girder and the sub-beam of the bridge plate unit are cylindrical structures.
作为本发明一种单向螺旋桥进一步的优化方案,所述中心梁一端的桥板单元与中心梁另一端的桥板单元呈90度。 As a further optimization scheme of the one-way spiral bridge of the present invention, the bridge plate unit at one end of the center girder and the bridge plate unit at the other end of the center girder form a 90-degree angle.
假设整桥由45块桥板组成,累计所成角度可达到90度。加上桥的本身的恒定速度的旋转桥面中有一水平桥面在横向移动,人跟着水平桥面移动就能通过桥。 Assuming that the whole bridge is composed of 45 bridge plates, the accumulated angle can reach 90 degrees. In addition, a horizontal bridge deck is moving laterally in the rotating deck of the constant speed of the bridge itself, and people can pass through the bridge following the movement of the horizontal deck.
人行走每步约0.5米,总桥长90度,可以知道人走完全桥大概需要20秒,人要想通过桥,需要桥在20秒内转动90度否则人是不能通过的。所以桥每秒转动4.5度,每块桥板所成度数为2度,即对于桥而言水平面在一秒钟前进两个半桥板即0.5米。因为人在小于15度的平面内室不会产生不好的感觉的,本桥每步长约旋转4.5度<15度,人不会感觉到不适,并且能安全通过桥面。 A person walks about 0.5 meters per step, and the total length of the bridge is 90 degrees. It can be known that it takes about 20 seconds for a person to walk completely across the bridge. Therefore, the bridge rotates 4.5 degrees per second, and the degree of each bridge plate is 2 degrees, that is, for the bridge, the horizontal plane advances two and a half bridge plates in one second, that is, 0.5 meters. Because people will not have a bad feeling in the room on a plane less than 15 degrees, the bridge rotates about 4.5 degrees < 15 degrees per step, so people will not feel uncomfortable and can pass the bridge safely.
本发明采用以上技术方案与现有技术相比,具有以下技术效果: Compared with the prior art, the present invention adopts the above technical scheme and has the following technical effects:
人行走,需在桥旋转下行走,桥旋转方向不同,或逆时针或顺时针,人能够通过桥的方向不同,这样,桥就具有了特定方向通过的作用,在一些保密机密单位,可以作为单向通过的一种解决办法,而且具有可以作为标志性建筑的特点;另外作为娱乐活动,可以作为娱乐桥,转速不同通过的时间不同,桥上的人通过的速度不同,可以锻炼孩子们的敏捷和平衡性。 When people walk, they need to walk under the rotation of the bridge. The direction of the bridge rotation is different, or counterclockwise or clockwise. People can pass the bridge in different directions. In this way, the bridge has the function of passing in a specific direction. It is a solution for one-way passing, and it has the characteristics of being a landmark building; in addition, as an entertainment activity, it can be used as an entertainment bridge. The speed of passing is different at different speeds, and the speed of people on the bridge is different, which can exercise children's intelligence. Agility and balance.
附图说明 Description of drawings
图1是单向螺旋桥结构示意图; Fig. 1 is a schematic diagram of the structure of a one-way helical bridge;
图2是单向螺旋桥结构侧视图; Fig. 2 is a side view of the one-way helical bridge structure;
图3是单向螺旋桥结构左视图; Fig. 3 is a left view of the one-way helical bridge structure;
图4是桥板支撑结构示意图; Fig. 4 is a schematic diagram of the supporting structure of the bridge plate;
图5是桥板支撑结构侧视图; Fig. 5 is a side view of the bridge plate supporting structure;
图6-a至图6-e是单向螺旋桥单行示意图。 Figure 6-a to Figure 6-e are schematic diagrams of a single row of a unidirectional helical bridge.
图中标号名称:1、中心梁,2、副梁,3、桥板,4、桥板支撑结构,5、支撑副梁,6、支撑主梁,7、桥板固定板,8、电机,9、齿轮组合,10、高台,11、阶梯。 Label names in the figure: 1. Central beam, 2. Sub-beam, 3. Bridge deck, 4. Bridge deck supporting structure, 5. Supporting sub-beam, 6. Supporting main beam, 7. Bridge deck fixing plate, 8. Motor, 9, gear combination, 10, high platform, 11, ladder.
具体实施方式 Detailed ways
下面结合附图对本发明的技术方案做进一步的详细说明: Below in conjunction with accompanying drawing, technical scheme of the present invention is described in further detail:
假设桥板为45块,图1、2、3分别是单向螺旋桥结构的整体示意图。 Assuming that there are 45 bridge plates, Figures 1, 2, and 3 are the overall schematic diagrams of the one-way helical bridge structure.
桥由中心梁、副梁和桥板组成。每个副梁分别与每个桥板固定,并且每个桥板之间的角度为2度。第一个桥板与第45块桥板之间所成角度为90度。 The bridge consists of a central girder, an auxiliary girder and a bridge deck. Each subframe is fixed to each bridge plate respectively, and the angle between each bridge plate is 2 degrees. The angle between the first bridge plate and the 45th bridge plate is 90 degrees.
图4和图5为桥板支撑结构的详细示意图。桥板支撑结构由支撑副梁、支撑主梁和桥板固定板组成,三者之间彼此联接固定,从而达到固定副梁与桥板的作用。 Figure 4 and Figure 5 are detailed schematic diagrams of the bridge deck support structure. The supporting structure of the bridge deck is composed of supporting subbeams, supporting main girders and bridge deck fixing plates.
图6-a至图6-e为单向螺旋桥单行的示意图。该图可解释单向螺旋桥的工作过程。其中从图6-a到图6-e图,单向螺旋桥只按顺时针旋转,行走在桥面上的人可以随着桥的旋转通过该桥。 6-a to 6-e are schematic diagrams of a single row of a unidirectional helical bridge. This diagram explains how a one-way helical bridge works. From Figure 6-a to Figure 6-e, the one-way spiral bridge only rotates clockwise, and people walking on the bridge can pass through the bridge as the bridge rotates.
假设整桥由45块桥板组成,累计所成角度可达到90度。加上桥的本身的恒定速度的旋转桥面中有一水平桥面在横向移动,人跟着水平桥面移动就能通过桥。 Assuming that the whole bridge is composed of 45 bridge plates, the accumulated angle can reach 90 degrees. In addition, a horizontal bridge deck is moving laterally in the rotating deck of the constant speed of the bridge itself, and people can pass through the bridge following the movement of the horizontal deck.
图2中左边显示为驱动螺旋桥的转动结构,包括电机和齿轮组合,电机通过齿轮组合与中心梁连接,电机启动后,中心梁匀速转动,人走上阶梯,站在高台上,通过螺旋桥。 The left side of Figure 2 shows the rotating structure that drives the helical bridge, including the motor and gear combination. The motor is connected to the center beam through the gear combination. After the motor is started, the center beam rotates at a constant speed. People walk up the stairs, stand on the high platform, and pass through the helical bridge. .
人行走每步约0.5米,总桥长90度,可以知道人走完全桥大概需要20秒,人要想通过桥,需要桥在20秒内转动90度否则人是不能通过的。所以桥每秒转动4.5度,每块桥板所成度数为2度,即对于桥而言水平面在一秒钟前进两个半桥板即0.5米。因为人在小于15度的平面内室不会产生不好的感觉的,本桥每步长约旋转4.5度<15度,人不会感觉到不适,并且能安全通过桥面。 A person walks about 0.5 meters per step, and the total length of the bridge is 90 degrees. It can be known that it takes about 20 seconds for a person to walk completely across the bridge. Therefore, the bridge rotates 4.5 degrees per second, and the degree of each bridge plate is 2 degrees, that is, for the bridge, the horizontal plane advances two and a half bridge plates in one second, that is, 0.5 meters. Because people will not have a bad feeling in the room on a plane less than 15 degrees, the bridge rotates about 4.5 degrees < 15 degrees per step, so people will not feel uncomfortable and can pass the bridge safely.
以上所述的具体实施方式,对本发明的目的、技术方案和有益效果进行了进一步详细说明,所应理解的是,以上所述仅为本发明的具体实施方式而已,并不用于限制本发明,凡在本发明的精神和原则之内,所做的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。 The specific embodiments described above have further described the purpose, technical solutions and beneficial effects of the present invention in detail. It should be understood that the above descriptions are only specific embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
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CN203890858U (en) * | 2014-05-29 | 2014-10-22 | 南京航空航天大学 | Unidirectional spiral bridge |
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JP2003313813A (en) * | 2002-04-25 | 2003-11-06 | Kajima Corp | Overpass construction method, overpass and pier structure |
DE102005063173A1 (en) * | 2005-12-30 | 2007-07-12 | Universität Kassel | bridge construction |
JP2008196135A (en) * | 2007-02-08 | 2008-08-28 | Akio Kitayama | Reinforcing structure of bridge |
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