CN204608591U - There is the bridge of shock-damping structure - Google Patents
There is the bridge of shock-damping structure Download PDFInfo
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- CN204608591U CN204608591U CN201520193862.0U CN201520193862U CN204608591U CN 204608591 U CN204608591 U CN 204608591U CN 201520193862 U CN201520193862 U CN 201520193862U CN 204608591 U CN204608591 U CN 204608591U
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- 238000013016 damping Methods 0.000 title claims abstract description 9
- 230000035939 shock Effects 0.000 description 8
- 238000006073 displacement reaction Methods 0.000 description 4
- 239000006096 absorbing agent Substances 0.000 description 2
- 238000010521 absorption reaction Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000284 resting effect Effects 0.000 description 1
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Abstract
具有减震结构的桥梁,包括:多个依序排列的底梁,相邻的两底梁之间设置有变形缝,每一个底梁下方设置有至少一个用于支撑该底梁的柱墩;位于底梁和柱墩之间的抗震结构,该抗震结构包括铺设于柱墩顶部与底梁接触的耐磨层、位于底梁下表面的多个与底梁连成一体的凸块、位于柱墩顶端且用于供凸块内嵌于其中的凹槽、位于凸块底面与凹槽槽底之间的减震阻尼件。本实用新型通过在底梁下设置抗震结构、缓震支撑组件,从而减少因地震而产生水平冲击力对桥梁的损害。在相邻的两底梁之间设置变形缝,从而实现减少了外部振动和长度方向上的微小形变对桥梁的伤害的目的。
A bridge with a shock-absorbing structure, comprising: a plurality of bottom beams arranged in sequence, a deformation joint is arranged between two adjacent bottom beams, and at least one pier for supporting the bottom beam is arranged under each bottom beam; An anti-seismic structure located between the bottom beam and the pier, the anti-seismic structure includes a wear-resistant layer laid on the top of the pier and in contact with the bottom beam, a plurality of bumps on the lower surface of the bottom beam integrated with the bottom beam, located on the top of the pier and used A shock-absorbing damping element is located between the bottom surface of the projection and the bottom of the groove in the groove for the projection to be embedded in. The utility model reduces the damage to the bridge caused by the horizontal impact force caused by the earthquake by arranging an anti-seismic structure and a shock-absorbing support assembly under the bottom beam. A deformation joint is set between two adjacent bottom girders, so as to reduce the damage to the bridge caused by external vibration and small deformation in the length direction.
Description
技术领域 technical field
本实用新型涉及一种桥梁建筑物,尤其是一种具有减震结构的桥梁。 The utility model relates to a bridge building, in particular to a bridge with a shock absorbing structure.
背景技术 Background technique
日常生活中,桥梁结构在活载、温度变化、外界施工、混凝土收缩和徐变、地震等因素作用下,都会产生变形,尤其是在振动波的影响下其变形量较大,这种变形量会不断累积。如果发生地震,其带来的冲击将更大,产生了很大的水平力和竖直力,使桥梁上部结构发生位移和变形,当位移量超过桥梁面板在桥墩上的搁置宽度后,桥梁板就会发生坠落,此时,不仅桥梁受到损坏,而且桥上、桥下的行人和车辆均会出现重大安全事故。即使该桥梁尚未发生重大意外,然而外界振动源对其的伤害也是明显的,因此亟需采取措施解决问题。 In daily life, the bridge structure will be deformed under the action of factors such as live load, temperature change, external construction, concrete shrinkage and creep, earthquake, etc., especially under the influence of vibration waves. will keep accumulating. If an earthquake occurs, the impact will be greater, resulting in a large horizontal force and vertical force, causing displacement and deformation of the bridge superstructure. When the displacement exceeds the resting width of the bridge panel on the pier, the bridge slab Falling will take place. At this time, not only the bridge is damaged, but also major safety accidents will occur for pedestrians and vehicles on and under the bridge. Even if the bridge has not had a major accident, the damage from the external vibration source is obvious, so it is urgent to take measures to solve the problem.
实用新型内容 Utility model content
针对现有技术的不足,本实用新型旨在提供一种具有减震结构的桥梁,其通过自身具有的抗震结构、缓震支撑组件、在相邻的两底梁之间设置变形缝,减少因外部振动而引起的桥梁位移过大,严重时因变形导致底梁应力集中等致使桥梁破坏的情况出现。 Aiming at the deficiencies of the prior art, the utility model aims to provide a bridge with a shock-absorbing structure, which, through its own anti-seismic structure and shock-absorbing support components, sets deformation joints between two adjacent bottom beams to reduce the The bridge displacement caused by external vibration is too large, and in severe cases, the stress concentration of the bottom beam due to deformation will cause bridge damage.
为实现上述目的,本实用新型采用如下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:
具有减震结构的桥梁,包括: Bridges with shock-absorbing structures, including:
多个依序排列的底梁,相邻的两底梁之间设置有变形缝,每一个底梁下方设置有至少一个用于支撑该底梁的柱墩; A plurality of bottom beams arranged in sequence, deformation joints are provided between two adjacent bottom beams, and at least one pier for supporting the bottom beam is provided under each bottom beam;
位于底梁和柱墩之间的抗震结构,该抗震结构包括铺设于柱墩顶部与底梁接触的耐磨层、位于底梁下表面的多个与底梁连成一体的凸块、位于柱墩顶端且用于供凸块内嵌于其中的凹槽、位于凸块底面与凹槽槽底之间的减震阻尼件。 An anti-seismic structure located between the bottom beam and the pier, the anti-seismic structure includes a wear-resistant layer laid on the top of the pier and in contact with the bottom beam, a plurality of bumps on the lower surface of the bottom beam integrated with the bottom beam, located on the top of the pier and used A shock-absorbing damping element is located between the bottom surface of the projection and the bottom of the groove in the groove for the projection to be embedded in.
优选地,该具有减震结构的桥梁还包括安装于底梁下端面靠近变形缝一端的缓震支撑组件,缓震支撑组件的底端与地基固定连接,缓震组件的顶端支撑于底梁下表面。 Preferably, the bridge with a shock-absorbing structure also includes a shock-absorbing support assembly installed on the lower end of the bottom beam near the deformation joint, the bottom end of the shock-absorbing support assembly is fixedly connected to the foundation, and the top end of the shock-absorbing assembly is supported under the bottom beam surface.
优选地,减震阻尼件为弹簧或具有弹性的垫片。 Preferably, the shock absorbing and damping member is a spring or an elastic washer.
本实用新型的有益效果在于: The beneficial effects of the utility model are:
相对于现有技术,本实用新型所述的具有减震结构的桥梁通过在其底梁与柱墩之间的相应位置、底梁与地基之间的相应位置设置减震、缓震支撑组件,并且在相邻的两底梁之间设置变形缝。减少了如施工振动、大型车辆通行引起的振动、地震等因外界振动源而产生的来自各个方向的,尤其是水平方向的振动或小量变形对桥梁的损害。本实用新型结构简单,容易实施,具有广阔的应用前景。 Compared with the prior art, the bridge with shock-absorbing structure described in the utility model is provided with shock-absorbing and shock-absorbing support components at corresponding positions between the bottom beam and the pier, and between the bottom beam and the foundation, And a deformation joint is set between two adjacent bottom beams. Reduce the damage to the bridge caused by external vibration sources such as construction vibration, vibration caused by large-scale vehicle traffic, earthquakes, etc., from all directions, especially horizontal vibration or small deformation. The utility model is simple in structure, easy to implement, and has broad application prospects.
附图说明 Description of drawings
图1为本实用新型实施例的结构示意图; Fig. 1 is the structural representation of the utility model embodiment;
图2为图1中A处的局部视图。 Fig. 2 is a partial view at A in Fig. 1 .
附图标记:10、地基;20、底梁;201、凸块;202、耐磨层;21、变形缝;30、柱墩;301、凹槽;302、减震阻尼件;31、缓震支撑组件。 Reference signs: 10, foundation; 20, bottom beam; 201, bump; 202, wear-resistant layer; 21, deformation joint; 30, column pier; 301, groove; 302, shock-absorbing damping piece; 31, cushioning Support components.
具体实施方式 Detailed ways
以下将结合实施例和附图对本实用新型进行更进一步的描述: The utility model will be further described below in conjunction with embodiment and accompanying drawing:
如图1所示,本实用新型一种具有减震结构的桥梁,包括多个依次排列的底梁20、柱墩30、抗震结构。相邻的两底梁20之间设置有变形缝21,该变形缝21为两底梁20的微小形变提供了避让空间,两底梁20之间变形缝21的缝隙尺寸必须依照实际情况进行设置,即缝隙尺寸不能过大或过小,如果过大则会影响交通工具在桥梁通行,另外,变形缝21过大也会导致交通工具越过时容易产生较大的振动;如果过小则会使得底梁20对微小形变的包容能力变差,导致相邻两底梁20接触并因此产生挤压应力。每个底梁20的下方设置有用于支撑对应的底梁20的柱墩30,每个底梁20下方具有至少一个柱墩30。如图2所示,抗震结构位于底梁20与柱墩30之间,抗震结构包括耐磨层202、凸块201、凹槽301、减震阻尼件302,耐磨层202铺设于柱墩30顶部并与底梁20下表面接触,凸块201位于底梁20的下表面,而且凸块201是与底梁20连成一体的,凹槽301位于柱墩30顶端,凹槽301用于供凸块201对应地内嵌于其中。减震阻尼件302设置于凸块201底面与凹槽301槽底之间。如此实施,就可以减少外界振动引起桥梁位移变形过大导致应力集中的问题。 As shown in FIG. 1 , the utility model is a bridge with a shock-absorbing structure, which includes a plurality of bottom beams 20 , columns and piers 30 , and an anti-seismic structure arranged in sequence. A deformation joint 21 is provided between adjacent two bottom beams 20, and the deformation joint 21 provides an avoidance space for the slight deformation of the two bottom beams 20, and the gap size of the deformation joint 21 between the two bottom beams 20 must be set according to the actual situation , that is, the size of the gap cannot be too large or too small. If it is too large, it will affect the passage of vehicles on the bridge. In addition, if the deformation joint 21 is too large, it will easily cause greater vibration when the vehicle passes over it; if it is too small, it will cause The ability of the bottom beams 20 to contain small deformations becomes poor, resulting in contact between two adjacent bottom beams 20 and thus generating compressive stress. A column pier 30 for supporting the corresponding bottom beam 20 is disposed under each bottom beam 20 , and there is at least one column pier 30 below each bottom beam 20 . As shown in Figure 2, the anti-seismic structure is located between the bottom beam 20 and the pier 30. The anti-seismic structure includes a wear-resistant layer 202, a bump 201, a groove 301, and a shock-absorbing damper 302. The wear-resistant layer 202 is laid on the pier 30. The top is in contact with the lower surface of the bottom beam 20, the bump 201 is located on the lower surface of the bottom beam 20, and the bump 201 is integrated with the bottom beam 20, the groove 301 is located at the top of the pier 30, and the groove 301 is used for The bumps 201 are correspondingly embedded therein. The shock-absorbing and damping element 302 is disposed between the bottom of the protrusion 201 and the bottom of the groove 301 . Such implementation can reduce the problem of stress concentration caused by excessive displacement and deformation of the bridge caused by external vibration.
为了更好地加强前述方案的减震、抗震效果,本实用新型所述的具有减震结构的桥梁还包括缓震组件,缓震支撑组件31安装于底梁20下表面靠近变形缝21的一端,其底端与地基10固定连接,其顶端支撑于底梁20下表面。 In order to better enhance the shock absorption and anti-seismic effects of the aforementioned scheme, the bridge with a shock absorption structure described in the present invention also includes a shock absorber assembly, and the shock absorber support assembly 31 is installed on the lower surface of the bottom beam 20 near the end of the deformation joint 21 , its bottom end is fixedly connected to the foundation 10, and its top end is supported on the lower surface of the bottom beam 20.
为了增强抗震结构吸收振动波的效果,优选地,减震阻尼件302为弹簧或具有弹性的垫片。 In order to enhance the shock absorbing effect of the shock-resistant structure, preferably, the shock-absorbing and damping member 302 is a spring or an elastic washer.
对本领域的技术人员来说,可根据以上描述的技术方案以及构思,做出其它各种相应的改变以及形变,而所有的这些改变以及形变都应该属于本实用新型权利要求的保护范围之内。 For those skilled in the art, various other corresponding changes and deformations can be made according to the technical solutions and ideas described above, and all these changes and deformations should fall within the protection scope of the claims of the present utility model.
Claims (3)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520193862.0U CN204608591U (en) | 2015-03-31 | 2015-03-31 | There is the bridge of shock-damping structure |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105327533A (en) * | 2015-12-07 | 2016-02-17 | 景津环保股份有限公司 | Filter press main beam fixing structure |
| CN111705628A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | A composite support structure for lateral earthquake resistance of three-span bridges |
| CN116043779A (en) * | 2022-10-28 | 2023-05-02 | 温州市水利电力勘测设计院有限公司 | Deformation joint of a hydraulic structure |
-
2015
- 2015-03-31 CN CN201520193862.0U patent/CN204608591U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105327533A (en) * | 2015-12-07 | 2016-02-17 | 景津环保股份有限公司 | Filter press main beam fixing structure |
| CN111705628A (en) * | 2020-06-19 | 2020-09-25 | 山西省交通规划勘察设计院有限公司 | A composite support structure for lateral earthquake resistance of three-span bridges |
| CN116043779A (en) * | 2022-10-28 | 2023-05-02 | 温州市水利电力勘测设计院有限公司 | Deformation joint of a hydraulic structure |
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