CN111455738A - Movable rail bearing groove sleeper - Google Patents
Movable rail bearing groove sleeper Download PDFInfo
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- CN111455738A CN111455738A CN202010283440.8A CN202010283440A CN111455738A CN 111455738 A CN111455738 A CN 111455738A CN 202010283440 A CN202010283440 A CN 202010283440A CN 111455738 A CN111455738 A CN 111455738A
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- sleeper
- block
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- rail
- plate
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- 241001669679 Eleotris Species 0.000 title claims abstract description 110
- 238000004873 anchoring Methods 0.000 claims abstract description 14
- 238000009434 installation Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 4
- 239000011150 reinforced concrete Substances 0.000 claims description 4
- 239000000835 fiber Substances 0.000 claims description 2
- 239000011152 fibreglass Substances 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 description 4
- 238000013016 damping Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B3/00—Transverse or longitudinal sleepers; Other means resting directly on the ballastway for supporting rails
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B9/00—Fastening rails on sleepers, or the like
- E01B9/68—Pads or the like, e.g. of wood, rubber, placed under the rail, tie-plate, or chair
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Machines For Laying And Maintaining Railways (AREA)
Abstract
一种活动承轨槽轨枕,以保证在钢轨扣件安装接口不变的情况下实现钢轨位置较大幅度调整,克服无砟轨道调整困难、无砟轨道弹性差的技术难题。包括横向间隔设置且由连接装置连接为一体的轨枕块,所述轨枕块由从上而下依次设置的轨枕顶块、垫板和轨枕底块构成的组合式轨枕块,所述轨枕底块具有容纳轨枕顶块底部的轨枕下沉槽,轨枕顶块、轨枕底块通过锚固构件连接为整体,且将垫板压贴于轨枕下沉槽底面与轨枕顶块底面之间;所述垫板横向两侧与轨枕底块结构侧壁之间嵌入调整块。
The utility model relates to a movable rail-bearing groove sleeper, which can ensure a relatively large adjustment of the rail position under the condition that the installation interface of the rail fastener remains unchanged, and overcome the technical problems of difficult adjustment of the ballastless track and poor elasticity of the ballastless track. It comprises a sleeper block which is arranged horizontally at intervals and is connected as a whole by a connecting device. The sleeper sinker at the bottom of the sleeper top block is accommodated, the sleeper top block and the sleeper bottom block are connected as a whole through the anchoring member, and the backing plate is pressed between the bottom surface of the sleeper sinking groove and the bottom surface of the sleeper top block; Adjustment blocks are embedded between the two sides and the side walls of the sleeper bottom block structure.
Description
技术领域technical field
本发明涉及轨道交通,特别涉及一种活动承轨槽轨枕。The invention relates to rail transportation, in particular to a movable rail-bearing groove sleeper.
背景技术Background technique
因无砟轨道结构稳定、少维修的特点,在高速铁路修建中被广泛采用,更进一步的,由于有挡肩轨枕在抵抗钢轨横向力方面优势明显,使得有挡肩轨枕更适合于高速铁路建设,如我国高速铁路采用的SK-2型轨枕,与SK-2型轨枕配套的高速铁路扣件为WJ-8型扣件。高速铁路轨道钢轨位置调整主要依靠扣件完成,但受扣件与轨枕承轨槽限制,扣件调整能力较弱,且一般不能实现降低调整。受不良地质等因素影响,无砟轨道难免出现变形,影响列车运行,轻则限速,重则危及行车安全。现阶段采用的混凝凝土轨枕无砟轨道扣件不具备大调整、快速调整能力,采用新型可调式轨道结构,提升无砟轨道调整能力已迫在眉睫,是降低高速铁路成本,扩大无砟轨道铺设范围的必经之路。Due to the characteristics of stable structure and less maintenance, ballastless track is widely used in the construction of high-speed railways. Furthermore, due to the obvious advantages of shoulder-shoulder sleepers in resisting the lateral force of rails, shoulder-shoulder sleepers are more suitable for high-speed railway construction. For example, the SK-2 type sleeper used in my country's high-speed railway, the high-speed railway fastener matched with the SK-2 type sleeper is the WJ-8 type fastener. The rail position adjustment of high-speed railway tracks mainly relies on fasteners, but limited by fasteners and sleeper rail bearing grooves, the adjustment ability of fasteners is weak, and generally cannot achieve lowering adjustment. Affected by unfavorable geology and other factors, the ballastless track is inevitably deformed, which affects the train operation, ranging from speed limit to traffic safety. The ballastless track fasteners used at this stage do not have large adjustment and rapid adjustment capabilities. It is imminent to adopt a new type of adjustable track structure to improve the adjustment ability of ballastless tracks. It is to reduce the cost of high-speed railways and expand the laying of ballastless tracks. range of must-haves.
发明内容SUMMARY OF THE INVENTION
本发明所要解决的技术问题是提供一种活动承轨槽轨枕,以保证在钢轨扣件安装接口不变的情况下实现钢轨位置较大幅度调整,克服无砟轨道调整困难、无砟轨道弹性差的技术难题。The technical problem to be solved by the present invention is to provide a movable rail bearing groove sleeper, so as to ensure that the rail position can be adjusted by a large margin under the condition that the installation interface of the rail fastener remains unchanged, and overcome the difficulty in adjusting the ballastless rail and the poor elasticity of the ballastless rail. technical difficulties.
本发明解决其技术问题所采用的技术方案如下:The technical scheme adopted by the present invention to solve its technical problems is as follows:
本发明的一种活动承轨槽轨枕,包括横向间隔设置且由连接装置连接为一体的轨枕块,其特征是:所述轨枕块由从上而下依次设置的轨枕顶块、垫板和轨枕底块构成的组合式轨枕块,所述轨枕底块具有容纳轨枕顶块底部的轨枕下沉槽,轨枕顶块、轨枕底块通过锚固构件连接为整体,且将垫板压贴于轨枕下沉槽底面与轨枕顶块底面之间;所述垫板横向两侧与轨枕底块结构侧壁之间嵌入调整块。A movable rail-bearing groove sleeper of the present invention includes sleeper blocks arranged at horizontal intervals and connected as a whole by a connecting device. A combined sleeper block composed of a bottom block, the sleeper bottom block has a sleeper sinking groove accommodating the bottom of the sleeper top block, the sleeper top block and the sleeper bottom block are connected as a whole by an anchoring member, and the backing plate is pressed against the sleeper sinking between the bottom surface of the groove and the bottom surface of the sleeper top block; an adjustment block is embedded between the lateral sides of the backing plate and the side walls of the sleeper bottom block structure.
本发明的有益效果主要体现在如下方面:The beneficial effects of the present invention are mainly reflected in the following aspects:
一、轨枕块采用组合式轨枕块结构,通过合理设置轨枕顶块的垫板数量、调整块厚度可以方便地实现钢轨位置较大幅度调整,调整量远大于现有扣件调整量,可以保证扣件安装接口不变的情况下而实现钢轨位置较大幅度调整,且便于维修,无论应急抢险还是新线建设均具有重大意义,有效克服无砟轨道调整困难、无砟轨道弹性差的技术难题;1. The sleeper block adopts the combined sleeper block structure. By reasonably setting the number of backing plates of the sleeper top block and adjusting the thickness of the block, the position of the rail can be easily adjusted to a large extent. Under the condition that the installation interface of the parts remains unchanged, the position of the rail can be greatly adjusted, and it is easy to maintain. It is of great significance for emergency rescue and new line construction, and effectively overcomes the technical problems of difficult adjustment of ballastless rails and poor elasticity of ballastless rails;
二、通过选择不同材质的垫板,可以根据需求灵活地调整垫板的刚度,进而调节轨道结构的整体刚度,实现轨道减振功能。2. By choosing different materials of the backing plate, the stiffness of the backing plate can be flexibly adjusted according to the needs, and then the overall stiffness of the track structure can be adjusted to realize the rail vibration damping function.
三、轨枕顶块、垫板和轨枕底块采用工厂预制,配合精度的制造质量容易得到保证。3. The sleeper top block, backing plate and sleeper bottom block are prefabricated in the factory, and the manufacturing quality with the matching precision can be easily guaranteed.
附图说明Description of drawings
本说明书包括如下六幅附图:This manual includes the following six drawings:
图1是本发明一种活动承轨槽轨枕的立面示意图;1 is a schematic elevational view of a movable rail-bearing groove sleeper of the present invention;
图2是本发明一种活动承轨槽轨枕中轨枕主体的横截面示意图;2 is a schematic cross-sectional view of a sleeper main body in a movable rail-bearing groove sleeper of the present invention;
图3是本发明一种活动承轨槽轨枕中轨枕顶块的立面示意图;3 is a schematic elevational view of a sleeper top block in a movable rail-bearing groove sleeper of the present invention;
图4是本发明一种活动承轨槽轨枕中轨枕顶块的平面示意图;4 is a schematic plan view of a sleeper top block in a movable rail groove sleeper of the present invention;
图5是本发明一种活动承轨槽轨枕中轨枕底块的断面图;5 is a cross-sectional view of a sleeper bottom block in a movable rail-bearing groove sleeper of the present invention;
图6是本发明一种活动承轨槽轨枕中垫板的断面图。6 is a cross-sectional view of a backing plate in a movable rail-bearing groove sleeper according to the present invention.
图示中结构和对应的标记:轨枕底块10,挡台101,轨枕下沉槽102,底块凸棱103,轨枕顶块11,承轨槽111,承轨板112,挡肩113,座板114,座板凸棱115,锚固孔116,垫板12,垫板凹槽121,垫板凸棱122,调整块13,扣件通孔14,锚固构件15,连接装置20,锚固套管31,锚固套管32。The structure and corresponding marks in the figure:
具体实施方式Detailed ways
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
参照图1,本发明的一种活动承轨槽轨枕,包括横向间隔设置且由连接装置20连接为一体的轨枕块。所述轨枕块由从上而下依次设置的轨枕顶块11、垫板12和轨枕底块10构成的组合式轨枕块,所述轨枕底块10具有容纳轨枕顶块11底部的轨枕下沉槽102,轨枕顶块11、轨枕底块10通过锚固构件15连接为整体,且将垫板12压贴于轨枕下沉槽102底面与轨枕顶块11底面之间。所述垫板12横向两侧与轨枕底块10结构侧壁之间嵌入调整块13。Referring to FIG. 1 , a movable rail-bearing groove sleeper of the present invention includes sleeper blocks which are arranged laterally spaced apart and connected as a whole by a connecting
参照图1和图2,本发明有效克服无砟轨道调整困难、无砟轨道弹性差的技术难题。轨枕块采用由轨枕顶块11、垫板12和轨枕底块10构成的组合式轨枕块,通过合理设置垫板12数量、调整块13厚度可以方便地实现钢轨位置较大幅度调整,调整量远大于现有扣件调整量,可以保证扣件安装接口不变的情况下而实现钢轨位置较大幅度调整,且便于维修,无论应急抢险还是新线建设均具有重大意义。通过选择不同材质的垫板12,可以根据需求灵活地调整垫板12的刚度,进而调节轨道结构的整体刚度,实现轨道减振功能。轨枕顶块11、垫板12和轨枕底块10采用工厂预制,配合精度的制造质量容易得到保证。1 and 2, the present invention effectively overcomes the technical problems of difficulty in adjusting the ballastless track and poor elasticity of the ballastless track. The sleeper block adopts a combined sleeper block composed of a
参照图3和图4,所述轨枕顶块11为实心或腔体结构,包含凝结于一体的承轨板112、挡肩113和座板114,承轨槽111形成于承轨板112顶面之上和两侧挡肩113之间。为便于垫板12的定位,所述座板114的底面上设置有下凸的座板凸棱115。所述承轨板112上横向间隔开设有供扣件穿过承轨板112、座板114的扣件安装孔117,座板114上纵向、横向间隔开设供锚固构件15穿过的锚固孔116。Referring to FIGS. 3 and 4 , the
参照图6,所述垫板12的上板面上设置与座板凸棱115相对应的垫板凹槽121,下板面上设置垫板凸棱122。所述垫板12的数量为一层,或者层叠设置至少两层,上层垫板凸棱122压入下层垫板凹槽121内。通过改变垫板12的数量或者厚度,可方便地实现轨枕顶块11在竖向位置上的调整Referring to FIG. 6 , the upper plate surface of the
参照图5,所述轨枕底块10的横向两侧为向上凸起的挡台101,轨枕下沉槽102形成于该两侧挡台101之间,轨枕下沉槽102底面上设置与垫板凸棱122相对应的底块凹槽103。所述轨枕底块10内埋设与各扣件安装孔117相对应的扣件套管32、与锚固孔116相对应的锚固套管31。轨枕顶块11由钢、玻璃钢、纤维类增强材料制成,或者由钢筋混凝土预制而成。Referring to FIG. 5 , the lateral sides of the
参照图1,所述轨枕底块10的底部沉入轨枕下沉槽102内,锚固构件15穿过锚固孔116将轨枕顶块11与轨枕底块10连接为一体,且将垫板12压贴于轨枕下沉槽102底面与座板114底面之间。垫板12横向两侧与挡台101内侧壁之间嵌入调整块13,通过改变调整块13的厚度尺寸,可实现轨枕顶块11在横向位置上的调整。Referring to FIG. 1 , the bottom of the
参照图1和图2,所述连接装置20为钢筋桁架、角钢构件、钢棒构件或者钢筋混凝土结构件。锚固构件15通常由包含螺栓、垫圈构成,将螺栓从上至下依次穿过垫圈、轨枕顶块11和垫板5上的锚固孔116,旋入轨枕底块10内的锚固套管31,提供紧固力,并将垫圈、轨枕顶块11、垫板12压贴于轨枕底块10上。Referring to FIG. 1 and FIG. 2 , the connecting
以上所述只是用图解说明本发明一种活动承轨槽轨枕的一些原理,并非是要将本发明局限在所示和所述的具体结构和适用范围内,故凡是所有可能被利用的相应修改以及等同物,均属于本发明所申请的专利范围。The above is only to illustrate some principles of a movable rail groove sleeper of the present invention, and it is not intended to limit the present invention to the specific structure and scope of application shown and described, so all the corresponding modifications that may be used are and equivalents, all belong to the scope of the patent application of the present invention.
Claims (9)
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN114657819A (en) * | 2020-12-23 | 2022-06-24 | 中铁二院工程集团有限责任公司 | Step type sleeper and track plate |
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