CN212247933U - An arched concrete fully enclosed sound barrier - Google Patents
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Abstract
本实用新型公开了一种拱形混凝土全封闭声屏障,包括拱形的声屏障混凝土板,混凝土板的底部连接于基础,混凝土板的内侧设有若干拱形混凝土加劲肋,混凝土加劲肋沿线路方向间隔设置,混凝土板的两侧分别设有若干通孔,通孔处设置透光隔音板,透光隔音板位置以下的混凝土板内侧设有外挂吸声板。该全封闭声屏障,由混凝土板、混凝土加劲肋和透光隔音板构成肋板结构,透光隔音板用于全封闭声屏障内部采光以及隔音,外挂吸声板能够削弱列车轮轨噪音,得益于混凝土板和混凝土加劲肋混凝土结构的整体刚度大及稳定性强,该声屏障结构具有突出的抗风性能及气动性能,并且相对现有金属全封闭结构成本低;该声屏障结构新颖,经济性高,后期运营维护成本低。
The utility model discloses an arched concrete fully enclosed sound barrier, which comprises an arched sound barrier concrete slab, the bottom of the concrete slab is connected to the foundation, the inner side of the concrete slab is provided with a plurality of arched concrete stiffening ribs, and the concrete stiffening ribs are along a line The directions are arranged at intervals, a plurality of through holes are respectively arranged on both sides of the concrete slab, a light-transmitting sound-insulating board is arranged at the through-hole, and an external sound-absorbing board is arranged on the inner side of the concrete slab below the position of the light-transmitting sound-insulating board. The fully enclosed sound barrier is composed of concrete slabs, concrete stiffeners and light-transmitting sound insulation boards to form a rib structure. The light-transmitting sound insulation boards are used for internal lighting and sound insulation of the fully enclosed sound barrier. The overall rigidity and stability of the concrete slab and the concrete stiffening rib concrete structure are high. High economy, low operation and maintenance costs in the later stage.
Description
技术领域technical field
本实用新型涉及一种声屏障,特别是涉及一种拱形混凝土全封闭声屏障。The utility model relates to a sound barrier, in particular to an arched concrete fully enclosed sound barrier.
背景技术Background technique
随着社会对环境的关注度及要求越来越高,铁路线路在穿越城镇或生态敏感等区域时,线路走位常常受到限制。常规的声屏障涉及非封闭直立式结构及金属全封闭结构,前者往往因隔音效果受限导致方案不成立,后者因造价偏高且后期运营维护工作量大、维护作业困难、运营维护成本高等因素而影响选线决策。为实现灵活选线,亟需一种隔音效果好、相对经济、运营维护成本低的全封闭声屏障方案。As society pays more and more attention to the environment and requires higher and higher requirements for the environment, when railway lines pass through towns or ecologically sensitive areas, the location of the lines is often restricted. Conventional sound barriers involve non-enclosed vertical structures and metal fully enclosed structures. The former often fails due to the limited sound insulation effect, while the latter is due to the high cost, heavy operation and maintenance workload in the later period, difficult maintenance operations, and high operation and maintenance costs. influences the selection decision. In order to achieve flexible line selection, a fully enclosed sound barrier solution with good sound insulation, relatively economical, and low operation and maintenance costs is urgently needed.
实用新型内容Utility model content
本实用新型的目的在于:针对现有技术存在的问题,提供一种拱形混凝土全封闭声屏障,以有效解决城镇或生态敏感区低成本噪声控制、基本实现后期运营免维护的问题,为铁路选线提供支持。The purpose of this utility model is: aiming at the problems existing in the prior art, to provide a kind of arched concrete fully enclosed sound barrier, to effectively solve the problems of low-cost noise control in towns or ecologically sensitive areas, and basically realize maintenance-free operation in the later stage, which is a good solution for railways. Line selection support.
为了实现上述目的,本实用新型采用的技术方案为:In order to achieve the above purpose, the technical scheme adopted by the present utility model is:
一种拱形混凝土全封闭声屏障,包括拱形的声屏障混凝土板,所述混凝土板的底部连接于基础,所述混凝土板的内侧设有若干拱形混凝土加劲肋,所述混凝土加劲肋沿线路方向间隔设置,所述混凝土板的两侧分别设有若干通孔,所述通孔处设置透光隔音板,所述透光隔音板位置以下的所述混凝土板内侧设有外挂吸声板。An arched concrete fully enclosed sound barrier, comprising an arched sound barrier concrete slab, the bottom of the concrete slab is connected to the foundation, the inner side of the concrete slab is provided with a plurality of arched concrete stiffeners, the concrete stiffeners are along a line The concrete slabs are arranged at intervals in the direction of the road, a number of through holes are respectively provided on both sides of the concrete slab, light-transmitting sound-insulating boards are arranged at the through-holes, and external sound-absorbing boards are arranged on the inner side of the concrete slab below the position of the light-transmitting sound-insulating slabs. .
其中,所述混凝土加劲肋的形状适配所述混凝土板的形状,所述混凝土加劲肋横向连续。Wherein, the shape of the concrete stiffening rib is adapted to the shape of the concrete slab, and the concrete stiffening rib is transversely continuous.
采用本实用新型所述的一种拱形混凝土全封闭声屏障,由所述混凝土板、所述混凝土加劲肋和所述透光隔音板构成肋板结构,所述透光隔音板用于全封闭声屏障内部采光以及隔音,所述外挂吸声板能够削弱列车轮轨噪音,得益于所述混凝土板和所述混凝土加劲肋混凝土结构的整体刚度大及稳定性强,该声屏障结构具有突出的抗风和气动性能,并且相对现有金属全封闭结构具有主体结构基本实现全寿命周期内免维护、所述透光隔音板及所述外挂吸声板易于更换、建设成本低、全寿命周期成本低的优势;该声屏障结构新颖,经济性高,后期运营维护成本低,具有较强的隔音、抗风和气动性能。By adopting the arched concrete fully enclosed sound barrier of the utility model, a rib structure is formed by the concrete slab, the concrete stiffening rib and the light-transmitting sound-insulating board, and the light-transmitting sound-insulating board is used for the fully enclosed sound barrier. Internal lighting and sound insulation of the sound barrier, the external sound-absorbing panels can reduce the noise of the train wheels and rails, thanks to the large overall rigidity and stability of the concrete slab and the concrete stiffening rib concrete structure, the sound barrier structure has outstanding performance. Compared with the existing metal fully enclosed structure, the main structure basically realizes maintenance-free in the whole life cycle, the light-transmitting sound insulation board and the external sound-absorbing board are easy to replace, the construction cost is low, and the whole life cycle The advantage of low cost; the sound barrier has novel structure, high economy, low operation and maintenance cost in the later stage, and has strong sound insulation, wind resistance and aerodynamic performance.
优选地,所述基础为地基或者梁体。Preferably, the foundation is a foundation or a beam.
优选地,所述混凝土板内侧的所述基础用于设置轨道结构。Preferably, the foundation inside the concrete slab is used to provide a track structure.
优选地,所述通孔设于相邻所述混凝土加劲肋之间的所述混凝土板上。Preferably, the through holes are provided on the concrete slab between adjacent concrete stiffeners.
优选地,所述通孔为矩形孔、圆形孔或者椭圆孔。Preferably, the through hole is a rectangular hole, a circular hole or an oval hole.
优选地,所述混凝土板包括位于线路两侧的直线段、以及连接于所述直线段顶部的弧线段,所述直线段的底部连接于基础。Preferably, the concrete slab includes straight line segments on both sides of the line, and arc line segments connected to the top of the straight line segment, and the bottom of the straight line segment is connected to the foundation.
优选地,设置所述外挂吸声板以外的所述混凝土板内表面为凿毛面。Preferably, the inner surface of the concrete slab other than the externally hung sound-absorbing panel is set as a chiseled surface.
采用这种结构设置,所述混凝土板内表面凿毛以及设置所述外挂吸声板,综合依靠两措施降低封闭内部空间噪音混响,为旅客带来更好的乘车体验。With this structural arrangement, the inner surface of the concrete slab is chiseled and the externally hung sound-absorbing panel is arranged, and the two measures are comprehensively used to reduce the noise reverberation in the enclosed interior space, thereby bringing passengers a better ride experience.
优选地,所述混凝土板顶部设有透气泄压孔。Preferably, the top of the concrete slab is provided with ventilation and pressure relief holes.
进一步优选地,所述透气泄压孔包括若干,并沿线路方向间隔设置。Further preferably, the ventilation and pressure relief holes include several and are arranged at intervals along the line direction.
优选地,所述混凝土板包括若干节段,沿线路方向依次设置,相邻所述节段之间设有断缝,所述断缝内填充设置弹性隔音橡胶。Preferably, the concrete slab includes a plurality of segments, which are arranged in sequence along the line direction, and a fracture is provided between adjacent segments, and the fracture is filled with elastic sound-insulating rubber.
采用这种结构设置,在满足列车运行的内部空间尺寸要求且保证大断面结构受力性能的前提下,该声屏障结构设置横向的所述断缝,避免声屏障结构参与基础协同受力,从而可大幅度降低声屏障结构的整体刚度需求,显著优化其构造尺寸,从而降低结构自重,大幅度降低工程造价。With this structural arrangement, on the premise of meeting the internal space size requirements of train operation and ensuring the mechanical performance of the large-section structure, the sound barrier structure is provided with the transverse fracture to prevent the sound barrier structure from participating in the cooperative stress of the foundation. It can greatly reduce the overall rigidity requirements of the sound barrier structure, and significantly optimize its structural size, thereby reducing the weight of the structure and greatly reducing the project cost.
进一步优选地,所述断缝两侧的所述混凝土板端部均设有所述混凝土加劲肋。Further preferably, the ends of the concrete slab on both sides of the fracture are provided with the concrete stiffening ribs.
综上所述,由于采用了上述技术方案,本实用新型的有益效果是:To sum up, due to the adoption of the above-mentioned technical solutions, the beneficial effects of the present utility model are:
1、本实用新型所述的一种拱形混凝土全封闭声屏障,由所述混凝土板、所述混凝土加劲肋和所述透光隔音板构成肋板结构,所述透光隔音板用于全封闭声屏障内部采光以及隔音,所述外挂吸声板能够削弱列车轮轨噪音,得益于所述混凝土板和所述混凝土加劲肋混凝土结构的整体刚度大及稳定性强,该声屏障结构具有突出的抗风性能,并且相对现有金属全封闭结构具有主体结构基本实现全寿命周期内免维护、所述透光隔音板及所述外挂吸声板易于更换、建设成本低、全寿命周期成本低的优势;该声屏障结构新颖,经济性高,后期运营维护成本低,具有较强的隔音、抗风和气动性能;1. The arched concrete fully enclosed sound barrier described in the present invention is composed of the concrete slab, the concrete stiffener and the light-transmitting sound-insulating board to form a rib structure. The closed sound barrier has internal lighting and sound insulation, and the external sound-absorbing panel can reduce the noise of the train wheels and rails. Thanks to the high overall rigidity and stability of the concrete slab and the concrete stiffening rib concrete structure, the sound barrier structure has Outstanding wind resistance, and compared with the existing metal fully enclosed structure, it has a main structure and basically realizes maintenance-free throughout the life cycle, the light-transmitting sound insulation board and the external sound-absorbing board are easy to replace, the construction cost is low, and the life cycle cost is low. Low advantage; the sound barrier has a novel structure, high economy, low operation and maintenance costs in the later stage, and has strong sound insulation, wind resistance and aerodynamic performance;
2、本实用新型所述的一种拱形混凝土全封闭声屏障,设置所述外挂吸声板以外的所述混凝土板内表面为凿毛面,所述混凝土板内表面凿毛以及设置所述外挂吸声板,综合依靠两措施降低封闭内部空间噪音混响,为旅客带来更好的乘车体验;2. In the arched concrete fully enclosed sound barrier of the present invention, the inner surface of the concrete slab other than the externally hung sound-absorbing panel is set as a roughened surface, the inner surface of the concrete slab is Externally installed sound-absorbing panels, combined with two measures to reduce the noise reverberation in the enclosed interior space, bring passengers a better ride experience;
3、本实用新型所述的一种拱形混凝土全封闭声屏障,在满足列车运行的内部空间尺寸要求且保证大断面结构受力性能的前提下,该声屏障结构设置横向的所述断缝,避免声屏障结构参与基础协同受力,从而可大幅度降低声屏障结构的整体刚度需求,显著优化其构造尺寸,从而降低结构自重,大幅度降低工程造价。3. The arched concrete fully enclosed sound barrier described in the present utility model, on the premise that the internal space size requirements of train operation are met and the mechanical performance of the large-section structure is guaranteed, the sound barrier structure is provided with the transverse fractures , to prevent the sound barrier structure from participating in the synergistic force of the foundation, which can greatly reduce the overall stiffness requirement of the sound barrier structure, and significantly optimize its structural size, thereby reducing the weight of the structure and greatly reducing the project cost.
附图说明Description of drawings
图1是本实用新型所述拱形混凝土全封闭声屏障的横断面示意图;Fig. 1 is the cross-sectional schematic diagram of the arched concrete fully enclosed sound barrier of the present invention;
图2是图1中混凝土柱横断面示意图;Fig. 2 is the cross-sectional schematic diagram of the concrete column in Fig. 1;
图3是图1中混凝土板横断面示意图;Figure 3 is a schematic cross-sectional view of a concrete slab in Figure 1;
图4是本实用新型所述拱形混凝土全封闭声屏障的侧面示意图;4 is a schematic side view of the arched concrete fully enclosed sound barrier of the present invention;
图5是本实用新型所述拱形混凝土全封闭声屏障的俯视示意图;5 is a schematic top view of the arched concrete fully enclosed sound barrier of the present invention;
图6是所述断缝示意图。FIG. 6 is a schematic diagram of the fractured seam.
图标:1-混凝土加劲肋,2-混凝土板,3-透光隔音板,4-透气泄压孔,5-梁体,6-外挂吸声板,7-铁路建筑限界,8-轨道结构,9-断缝。Icons: 1- Concrete stiffener, 2- Concrete slab, 3- Translucent soundproof board, 4- Ventilation and pressure relief hole, 5- Beam body, 6- External sound-absorbing board, 7- Railway building boundary, 8- Track structure, 9 - Broken seam.
具体实施方式Detailed ways
下面结合附图,对本实用新型作详细的说明。The present utility model will be described in detail below in conjunction with the accompanying drawings.
为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本实用新型进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本实用新型,并不用于限定本实用新型。In order to make the purpose, technical solutions and advantages of the present utility model more clearly understood, the present utility model will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, and are not used to limit the present invention.
实施例Example
如图1-6所示,本实用新型所述的一种拱形混凝土全封闭声屏障,包括拱形的声屏障混凝土板2和与其形状适配的混凝土加劲肋1。As shown in Figures 1-6, an arched concrete fully enclosed sound barrier according to the present invention includes an arched sound
所述混凝土板2包括位于线路两侧的直线段、以及连接于所述直线段顶部的弧线段,所述直线段的底部连接于基础,所述基础为地基或者梁体5,如图1-3所示,本实施例中所述基础为梁体5。The
如图4和5所示,所述混凝土加劲肋1包括若干个,每个所述混凝土加劲肋1横向连续,所述混凝土加劲肋1连接于所述混凝土板2内侧,所述混凝土加劲肋1沿线路方向间隔设置。As shown in Figures 4 and 5, the
如图1、3和4所示,所述混凝土板2的两侧分别设有若干通孔,所述通孔为矩形孔、圆形孔或者椭圆孔,本实施例中所述通孔为矩形孔;所述通孔处设置透光隔音板3,如图4所示,所述通孔设于相邻所述混凝土加劲肋1之间的所述混凝土板2上。As shown in FIGS. 1 , 3 and 4 , several through holes are respectively provided on both sides of the
如图1、3和5所示,所述混凝土板2顶部设有透气泄压孔4,所述透气泄压孔4包括若干,并沿线路方向间隔设置。As shown in FIGS. 1 , 3 and 5 , the top of the
如图1和3所示,所述透光隔音板3位置以下的所述混凝土板2内侧设有外挂吸声板6,设置所述外挂吸声板6以外的所述混凝土板2内表面为凿毛面。As shown in FIGS. 1 and 3 , the inside of the
如图1所示,所述混凝土板2内侧的所述梁体5用于设置轨道结构8,所述混凝土板2内侧和所述梁体5上侧具有铁路建筑限界7。As shown in FIG. 1 , the
如图4-6所示,所述混凝土板2包括若干节段,沿线路方向依次设置,相邻所述节段之间设有断缝9,所述断缝9内填充设置弹性隔音橡胶,所述断缝9两侧的所述混凝土板2端部均设有所述混凝土加劲肋1。As shown in Figs. 4-6, the
运用本实用新型所述的一种拱形混凝土全封闭声屏障,由所述混凝土板2、所述混凝土加劲肋1和所述透光隔音板3构成肋板结构,所述透光隔音板3用于全封闭声屏障内部采光以及隔音,所述外挂吸声板6能够削弱列车轮轨噪音,得益于所述混凝土板2和所述混凝土加劲肋1混凝土结构的整体刚度大及稳定性强,该声屏障结构具有突出的抗风和气动性能,并且相对现有金属全封闭结构具有主体结构基本实现全寿命周期内免维护、所述透光隔音板3及所述外挂吸声板6易于更换、建设成本低、全寿命周期成本低的优势;所述混凝土板2内表面凿毛以及设置所述外挂吸声板6,综合依靠两措施降低封闭内部空间噪音混响,为旅客带来更好的乘车体验;在满足列车运行的内部空间尺寸要求且保证大断面结构受力性能的前提下,该声屏障结构设置横向的所述断缝9,避免声屏障结构参与基础协同受力,从而可大幅度降低声屏障结构的整体刚度需求,显著优化其构造尺寸,从而降低结构自重,大幅度降低工程造价;该声屏障结构新颖,经济性高,后期运营维护成本低,具有较强的隔音、抗风和气动性能。Using the arched concrete fully enclosed sound barrier of the present utility model, a rib structure is formed by the
以上所述仅为本实用新型的较佳实施例而已,并不用以限制本实用新型,凡在本实用新型的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本实用新型的保护范围之内。The above are only preferred embodiments of the present invention, and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the present invention. within the scope of protection of the utility model.
Claims (10)
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| CN202020695029.7U CN212247933U (en) | 2020-04-29 | 2020-04-29 | An arched concrete fully enclosed sound barrier |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112813865A (en) * | 2020-12-30 | 2021-05-18 | 中铁六局集团北京铁路建设有限公司 | Construction method of large-span thin-wall concrete sound barrier |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN112813865A (en) * | 2020-12-30 | 2021-05-18 | 中铁六局集团北京铁路建设有限公司 | Construction method of large-span thin-wall concrete sound barrier |
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