CN1487151A - Archimedes bridge with protective enclosure - Google Patents

Archimedes bridge with protective enclosure Download PDF

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Publication number
CN1487151A
CN1487151A CNA031558488A CN03155848A CN1487151A CN 1487151 A CN1487151 A CN 1487151A CN A031558488 A CNA031558488 A CN A031558488A CN 03155848 A CN03155848 A CN 03155848A CN 1487151 A CN1487151 A CN 1487151A
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shell
pipe body
bridge
load
archimedes bridge
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CN1200179C (en
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洪友士
李岐
姜俊成
董满生
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Institute of Mechanics of CAS
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Institute of Mechanics of CAS
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Abstract

The Archimedes bridge with protecting shell includes pipe body, its support structure, and outer casing, with some interval between the outer casing and the pipe body. The outer casing and the pipe body are connected via several elastic parts, and the outer casing may be shifted in certain range realtively to the pipe body. When there is some outer load, the dynamic outer load is first applied onto the outer casing, and then transmitted via the elastic parts to the pipe body. While transmitting load, the elastic parts remits dynamic load and absorbs partially. Especially, when some through holes are set on the casing and there is some relative motion between the casing and the pipe body, water will be extruded out via the through holes to produce ever obvious remission and absorption of the dynamic load. Thus, the load transmitted from the casing to the cable will be very weak and the pipe body and the cable are well protected.

Description

带有防护外壳的阿基米德桥Archimedes bridge with protective enclosure

技术领域technical field

本发明涉及一种悬浮在水中的隧道,即阿基米德桥。The invention relates to a tunnel suspended in water, namely the Archimedes bridge.

背景技术Background technique

阿基米德桥自从十九世纪八十年代提出以来,作为一种新的交通概念早已经被接受,世界上有许多国家都投入巨资进行研究,并已经取得大量的科研成果,当年的科学幻想在逐渐变成现实。但是,由于阿基米德桥这一交通概念涉及领域广泛,需要解决的问题众多,因此,到目前为止世界上还未建成一座实用的阿基米德桥。建造阿基米德桥首先要解决许多工程力学问题,其中如何减弱非定常干扰力对桥的作用又是关键问题之一。过去的研究和有关专利都把阿基米德桥设计成由整体或分成数段由钢材、水泥或钢材与水泥混合构造成的近刚性体,这样的水下构件受到的非定常水动力会直接传递给固定缆索,因而缆索的受力条件非常恶劣,很容易遭到破坏,并进而威胁整个阿基米德桥的安全。Since the Archimedes Bridge was put forward in the 1880s, it has been accepted as a new traffic concept. Many countries in the world have invested heavily in research and have achieved a lot of scientific research results. Fantasy is gradually becoming reality. However, because the traffic concept of the Archimedes bridge involves a wide range of fields and there are many problems to be solved, a practical Archimedes bridge has not been built so far in the world. To build the Archimedes Bridge, we must first solve many engineering mechanics problems, among which how to weaken the effect of unsteady disturbance force on the bridge is one of the key issues. Past studies and related patents have designed the Archimedes bridge as a nearly rigid body composed of steel, cement, or a mixture of steel and cement as a whole or in several sections. The unsteady hydrodynamic force on such underwater components will directly It is transmitted to the fixed cable, so the stress condition of the cable is very bad, it is easy to be damaged, and then threatens the safety of the entire Archimedes Bridge.

发明内容Contents of the invention

针对已经提出的阿基米德桥所存在的问题,本发明的目的是提供一种带有防护外壳的阿基米德桥,该桥的防护外壳能够有效地对动态载荷进行缓解和吸收,从而使桥的安全性得到保障。For the existing problems of the proposed Archimedes bridge, the object of the present invention is to provide an Archimedes bridge with a protective shell, the protective shell of the bridge can effectively alleviate and absorb the dynamic load, thereby The safety of the bridge is guaranteed.

为实现本发明的目的,本发明阿基米德桥包括管体及其支撑结构,所述管体外设置有一外壳,该外壳的内表面与管体外表面之间留有适当间隙,外壳与管体通过若干弹性件柔性连接,所述外壳可相对管体在一定范围内活动。In order to realize the purpose of the present invention, the Archimedes bridge of the present invention comprises a pipe body and its supporting structure, and a shell is arranged outside the pipe body, and an appropriate gap is left between the inner surface of the shell and the outer surface of the pipe body, and the shell and the pipe body Through the flexible connection of several elastic parts, the shell can move within a certain range relative to the pipe body.

进一步地,所述壳体为由金属或钢筋混凝土制成的刚性壳体,其内表面的形状与所述管体的外形相适应。Further, the shell is a rigid shell made of metal or reinforced concrete, and the shape of its inner surface is adapted to the shape of the pipe body.

进一步地,所述壳体表面还设置有若干通孔。Further, several through holes are provided on the surface of the housing.

进一步地,所述壳体表面的通孔沿其长度及圆周方向均布。Further, the through holes on the surface of the shell are evenly distributed along its length and circumferential direction.

进一步地,所述若干个将外壳与管体柔性连接的弹性件为金属弹簧或橡胶弹簧。Further, the several elastic members flexibly connecting the shell and the pipe body are metal springs or rubber springs.

进一步地,所述若干个将外壳与管体柔性连接的弹性件为气囊。Further, the several elastic members flexibly connecting the shell and the tube body are air bags.

在阿基米德桥的管体外部设置防护外壳后,当有动态载荷存在时,动态外载荷首先加载到外壳上,外壳再通过弹性件传递给管体,弹性件在传递载荷的过程中将缓解动态载荷并部分吸收,尤其是在壳体上设置通孔后,当外壳在动态载荷的作用下相对管体发生运动时,外壳与管体之间的水被从壳体上的通孔挤出,这时壳体对动态载荷的缓解及吸收将更加显著,这样,通过管体最终传递到缆索上的载荷将变的非常微弱,从而使管体及其缆索得到有效保护。After the protective casing is installed outside the pipe body of the Archimedes Bridge, when there is a dynamic load, the dynamic external load is first loaded on the casing, and then the casing is transmitted to the pipe body through the elastic member. Relieve the dynamic load and partially absorb it, especially after setting the through hole on the shell, when the shell moves relative to the pipe body under the action of dynamic load, the water between the shell and the pipe body will be squeezed from the through hole on the shell At this time, the relief and absorption of the dynamic load by the shell will be more significant, so that the load finally transmitted to the cable through the pipe body will become very weak, so that the pipe body and its cables can be effectively protected.

附图说明Description of drawings

图1为本发明阿基米德桥断面结构示意图;Fig. 1 is the cross-sectional structure schematic diagram of Archimedes Bridge of the present invention;

图2为图1结构左视图;Fig. 2 is the left view of Fig. 1 structure;

图3为图1中A部放大示意图;Fig. 3 is an enlarged schematic diagram of part A in Fig. 1;

图4为第2种弹性件实施例;Fig. 4 is the second kind of elastic member embodiment;

图5为第3种弹性件实施例。Fig. 5 is the embodiment of the third kind of elastic member.

具体实施方式Detailed ways

图1、图2所示为缆索式支撑结构阿基米德桥,该桥主要由外壳1、管体2、缆索4和弹性件7组成,缆索4将管体2锚固在水底基座5上,外壳1由金属制成,套装在管体2外面,外壳1与管体2之间通过弹性件7柔性连接和支撑。缆索4穿过外壳1上的设置的通孔,同时外壳1上还设置有共水6进出的通孔3,若干个通孔3沿外壳1的长度及圆周方向分布。Figures 1 and 2 show the cable-supported Archimedes Bridge. The bridge is mainly composed of a shell 1, a pipe body 2, a cable 4 and an elastic member 7. The cable 4 anchors the pipe body 2 to the underwater base 5. , the shell 1 is made of metal, and is sleeved on the outside of the pipe body 2, and the shell 1 and the pipe body 2 are flexibly connected and supported by the elastic member 7. The cable 4 passes through the through hole provided on the shell 1, and the shell 1 is also provided with a through hole 3 through which the water 6 enters and exits, and several through holes 3 are distributed along the length and the circumferential direction of the shell 1.

在图3所示实施例1中,弹性件7为气囊,若干个气囊设置在外壳1与管体2之间,静态下,气囊7使外壳1与管体2保持其初始平衡状态。In Embodiment 1 shown in FIG. 3 , the elastic member 7 is an airbag, and several airbags are arranged between the shell 1 and the tube body 2. Under static conditions, the airbags 7 keep the shell 1 and the tube body 2 in their initial equilibrium state.

在图4所示实施例2中,弹性件7为橡胶弹簧。图5所示实施例3中,弹性件7为金属弹簧。实施例2及实施例3中两种弹簧的作用与实施例1中气囊的作用相同。In Embodiment 2 shown in FIG. 4 , the elastic member 7 is a rubber spring. In Embodiment 3 shown in FIG. 5 , the elastic member 7 is a metal spring. The effects of the two springs in Embodiment 2 and Embodiment 3 are the same as those of the airbag in Embodiment 1.

当水6中外壳1的周围出现波浪或涡时,有水产生的动态载荷首先施加在外壳1上,在该外力的作用下,外壳1沿外力的方向运动。外壳1相对管体2发生运动后,外壳1压迫其与管体2之间的水,受到压迫的水从相应一侧外壳1上的通孔3排出,而另一侧外部的水从通孔3被吸入外壳1与管体2之间被加大的间隙内。在外壳1压迫其间隙内的水的同时,位于同侧的弹性件7同时受到压缩,而其相对一侧的弹性件则受到拉伸。随着水的一排一吸和弹性件的一压一拉,外壳1上所受到的力中的一部分被传递到管体2上。由于在外壳1与管体2之间进行的力的传递过程中,伴随着水的一排一吸以及弹性件的一压一拉,在此水起到了很好的阻尼作用,吸收和缓解了大部分的动态载荷的能量,加上弹性件的阻尼作用,使得被传递到管体2上的力变的非常小,通过管体2再作用到缆索4上的力就更加小,已经不足以使缆索遭到破坏,从而使整个桥体的安全性得到保障。When waves or eddies appear around the shell 1 in the water 6, the dynamic load generated by the water is first applied to the shell 1, and under the action of the external force, the shell 1 moves along the direction of the external force. After the shell 1 moves relative to the tube body 2, the shell 1 compresses the water between it and the tube body 2, and the compressed water is discharged from the through hole 3 on the corresponding side of the shell 1, while the external water on the other side is discharged from the through hole. 3 is sucked into the enlarged gap between the shell 1 and the tube body 2. When the shell 1 presses the water in the gap, the elastic member 7 on the same side is compressed simultaneously, while the elastic member on the opposite side is stretched. Along with the discharge and suction of water and the compression and pull of the elastic member, part of the force received on the shell 1 is transmitted to the pipe body 2 . Due to the process of force transmission between the shell 1 and the tube body 2, accompanied by the row-suck of water and the press-pull of the elastic member, the water plays a very good damping role here, absorbing and relieving Most of the dynamic load energy, coupled with the damping effect of the elastic member, makes the force transmitted to the pipe body 2 very small, and the force acting on the cable 4 through the pipe body 2 is even smaller, which is not enough The cables are destroyed, so that the safety of the entire bridge body is guaranteed.

增加弹性件7的数量,外壳1也可不设置通孔,这时仍然可以达到同样的效果。By increasing the number of elastic members 7, the shell 1 may not be provided with through holes, and the same effect can still be achieved at this time.

调整外壳1上通孔3的孔径、各部的分布密度,可以有针对性地对水流的方向及其流量进行调节,从而达到控制及调整外壳1对动态载荷的阻尼效率以及外壳1向管体2传递力的方向的目的。By adjusting the diameter of the through hole 3 on the shell 1 and the distribution density of each part, the direction of the water flow and its flow can be adjusted in a targeted manner, so as to control and adjust the damping efficiency of the shell 1 to the dynamic load and the flow of the shell 1 to the pipe body 2. The purpose of transmitting the direction of force.

Claims (6)

1.一种带有防护外壳的阿基米德桥,包括管体及其支撑结构,其特征在于,所述管体外设置有一外壳,该外壳的内表面与管体外表面之间留有适当间隙,外壳与管体通过若干弹性件柔性连接,所述外壳可相对管体在一定范围内活动。1. A kind of Archimedes bridge with protective shell, comprises pipe body and support structure thereof, it is characterized in that, described pipe body is provided with a shell outside, leaves suitable gap between the inner surface of this shell and the pipe body outer surface , the shell and the pipe body are flexibly connected through several elastic pieces, and the shell can move within a certain range relative to the pipe body. 2.如权利要求1所述的带有防护外壳的阿基米德桥,其特征在于,所述壳体为由金属或钢筋混凝土制成的刚性壳体,其内表面的形状与所述管体的外形相适应。2. The Archimedes bridge with protective shell as claimed in claim 1, characterized in that, the shell is a rigid shell made of metal or reinforced concrete, the shape of its inner surface is the same as that of the tube Adapt to the shape of the body. 3.如权利要求2所述的带有防护外壳的阿基米德桥,其特征在于,所述壳体表面还设置有若干通孔。3. The Archimedes bridge with protective shell as claimed in claim 2, characterized in that, the surface of the shell is also provided with several through holes. 4.如权利要求3所述的带有防护外壳的阿基米德桥,其特征在于,所述壳体表面的通孔沿其长度及圆周方向均布。4. The Archimedes bridge with protective shell as claimed in claim 3, characterized in that, the through holes on the surface of the shell are uniformly distributed along its length and circumferential direction. 5.如权利要求1、2、3、4其中之一所述的带有防护外壳的阿基米德桥,其特征在于,所述若干个将外壳与管体柔性连接的弹性件为金属弹簧或橡胶弹簧。5. The Archimedes bridge with a protective shell as claimed in any one of claims 1, 2, 3, 4, characterized in that, the plurality of elastic members that flexibly connect the shell to the pipe body are metal springs or rubber springs. 6.如权利要求1、2、3、4其中之一所述的带有防护外壳的阿基米德桥,其特征在于,所述若干个将外壳与管体柔性连接的弹性件为气囊。6. The Archimedes bridge with a protective shell as claimed in any one of claims 1, 2, 3, 4, characterized in that the plurality of elastic members that flexibly connect the shell with the pipe body are airbags.
CN 03155848 2003-08-25 2003-08-25 Archimedes bridge with protecting shell Expired - Fee Related CN1200179C (en)

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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720210A (en) * 2011-03-29 2012-10-10 王晓进 Fish-ridge-type tunnel escape compartment
CN104532876A (en) * 2014-12-17 2015-04-22 北京工业大学 Deep see immersed type tunnel based on rigidity carrier
CN104727344A (en) * 2015-03-31 2015-06-24 合肥工业大学 Anti-collision structure of submerged floating tunnel
CN109653248A (en) * 2018-11-07 2019-04-19 浙江大学 It is a kind of for anchoring the adjustable anchor cable device of submerged floating tunnel tube body
CN110700856A (en) * 2019-09-10 2020-01-17 甘肃路桥建设集团有限公司 Tunnel secondary lining steel bar protective layer control construction method
JP2020045760A (en) * 2018-09-20 2020-03-26 杜 地Di DU Sea tunnel
CN113026529A (en) * 2021-03-25 2021-06-25 安徽建筑大学 Assembled power pontoon bridge system of distributed lower-hanging floating pipe tunnel
CN113389222A (en) * 2021-05-21 2021-09-14 中交三航局第二工程有限公司 Suspension tunnel structure

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720210A (en) * 2011-03-29 2012-10-10 王晓进 Fish-ridge-type tunnel escape compartment
CN104532876A (en) * 2014-12-17 2015-04-22 北京工业大学 Deep see immersed type tunnel based on rigidity carrier
CN104727344A (en) * 2015-03-31 2015-06-24 合肥工业大学 Anti-collision structure of submerged floating tunnel
CN104727344B (en) * 2015-03-31 2016-05-11 合肥工业大学 Submerged floating tunnel anti-collision structure in water
JP2020045760A (en) * 2018-09-20 2020-03-26 杜 地Di DU Sea tunnel
WO2020057099A1 (en) * 2018-09-20 2020-03-26 杜地 Undersea tunnel
CN109653248A (en) * 2018-11-07 2019-04-19 浙江大学 It is a kind of for anchoring the adjustable anchor cable device of submerged floating tunnel tube body
CN109653248B (en) * 2018-11-07 2020-08-04 浙江大学 Adjustable anchor cable device for anchoring suspended tunnel pipe body
CN110700856A (en) * 2019-09-10 2020-01-17 甘肃路桥建设集团有限公司 Tunnel secondary lining steel bar protective layer control construction method
CN110700856B (en) * 2019-09-10 2022-02-25 甘肃路桥建设集团有限公司 Tunnel secondary lining steel bar protective layer control construction method
CN113026529A (en) * 2021-03-25 2021-06-25 安徽建筑大学 Assembled power pontoon bridge system of distributed lower-hanging floating pipe tunnel
CN113026529B (en) * 2021-03-25 2022-09-09 安徽建筑大学 Assembled power pontoon bridge system of distributed lower-hanging floating pipe tunnel
CN113389222A (en) * 2021-05-21 2021-09-14 中交三航局第二工程有限公司 Suspension tunnel structure

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