CN1487151A - Archimedes bridge with protective enclosure - Google Patents
Archimedes bridge with protective enclosure Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- shell
- pipe body
- bridge
- load
- archimedes bridge
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 230000001681 protective effect Effects 0.000 title claims description 10
- 239000002184 metal Substances 0.000 claims description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 14
- 238000010521 absorption reaction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 4
- 238000013016 damping Methods 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000003068 static effect Effects 0.000 description 1
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
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
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
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
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
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
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
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 03155848 CN1200179C (en) | 2003-08-25 | 2003-08-25 | Archimedes bridge with protecting shell |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 03155848 CN1200179C (en) | 2003-08-25 | 2003-08-25 | Archimedes bridge with protecting shell |
Publications (2)
Publication Number | Publication Date |
---|---|
CN1487151A true CN1487151A (en) | 2004-04-07 |
CN1200179C CN1200179C (en) | 2005-05-04 |
Family
ID=34156852
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 03155848 Expired - Fee Related CN1200179C (en) | 2003-08-25 | 2003-08-25 | Archimedes bridge with protecting shell |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN1200179C (en) |
Cited By (8)
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 |
-
2003
- 2003-08-25 CN CN 03155848 patent/CN1200179C/en not_active Expired - Fee Related
Cited By (13)
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 |
Also Published As
Publication number | Publication date |
---|---|
CN1200179C (en) | 2005-05-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN1200179C (en) | Archimedes bridge with protecting shell | |
CN103062569B (en) | A kind of Pressure-auto-balanchydrodynamic hydrodynamic noise silencer | |
CN2633955Y (en) | Archimedes bridge with protective outer shell | |
CN207349583U (en) | A kind of hydraulic engineering piping support structure | |
CN106382315A (en) | Pull rod guide type spring damper | |
Ma et al. | Wave flume tests of a semi-submersible platform controlled by a novel rotational inertia damper | |
CN109989345A (en) | A shock mount for bridge sling | |
CN106639458A (en) | Three-dimensional vibration-isolation supporting seat | |
CN108797514A (en) | A kind of flat wave attenuating device of pipe support | |
CN114566931B (en) | Self-adaptive combined type broadband anti-galloping energy consumption device | |
CN205935283U (en) | Strutting arrangement that resets combats earthquake | |
CN112411784B (en) | Cable type energy dissipation support and energy dissipation method thereof | |
CN110469614B (en) | A kind of impact load mitigation device and method based on shape memory alloy | |
CN203755279U (en) | Self-resetting ocean platform based on tuned mass damper and swinging wall | |
CN204491881U (en) | Annular curvature associated shape memorial alloy damping device | |
CN110173146A (en) | The viscid composite buffer of Self-resetting | |
CN109577507A (en) | Drum song energy-dissipating type metal damper | |
CN104674969B (en) | Annular curvature-related shape memory alloy damping device | |
RU2133906C1 (en) | Pressure stabilizer | |
CN108167543A (en) | A kind of long-life locking fixing device for the installation connection of antidetonation suspension and support | |
CN108167544A (en) | One kind installs connection anti-loose fixing device for antidetonation suspension and support | |
CN111769503B (en) | A zero-frequency vibration reduction device and its production method | |
CN209557560U (en) | A Variable Stiffness Friction Damping Connector | |
CN210598348U (en) | Self-resetting viscous composite damper | |
CN109024963A (en) | A kind of sliding cartridge type SMA composite damper |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
C10 | Entry into substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20050504 Termination date: 20120825 |