CN106087601A - A kind of arch deformation stopping means allowing track plates longitudinal extension for maintenance - Google Patents
A kind of arch deformation stopping means allowing track plates longitudinal extension for maintenance Download PDFInfo
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- CN106087601A CN106087601A CN201610438690.8A CN201610438690A CN106087601A CN 106087601 A CN106087601 A CN 106087601A CN 201610438690 A CN201610438690 A CN 201610438690A CN 106087601 A CN106087601 A CN 106087601A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/002—Ballastless track, e.g. concrete slab trackway, or with asphalt layers
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/04—Fastening or restraining methods by bolting, nailing or the like
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2201/00—Fastening or restraining methods
- E01B2201/08—Fastening or restraining methods by plastic or elastic deformation of fastener
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Abstract
本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置,主要于CRTS Ⅱ型板式无砟轨道养护维修过程中使用,起到对轨道板上拱变形进行限位作用。包括扣压板、传力枕座、扣压件、扣压弹簧、扣压螺母和拉杆,扣压板扣压在轨道板上,拉杆的底端穿过椭圆螺栓孔与底座板固定连接,拉杆的上部依次穿过扣压板、传力枕座、扣压件和扣压弹簧,拉杆的上部设有螺纹,扣压螺母通过螺纹螺接在扣压弹簧的上端。装置设有可允许轨道板纵向伸缩的椭圆螺栓孔,有利于轨道板内部纵向应力的释放,既可使得养护维修变得高效、灵活、机动,又能保证高速铁路的高平顺性以及线路的横向稳定性。本发明结构简单、受力明确、坚固可靠、灵活机动、制作成本低且使用寿命长。
The present invention is an upper arch deformation limiting device that allows longitudinal expansion and contraction of track slabs for maintenance, and is mainly used in the maintenance and repair process of CRTS II slab ballastless track to limit the arch deformation of track slabs. It includes crimping plate, power transmission pillow seat, crimping parts, crimping spring, crimping nut and pull rod. The crimping plate is crimped on the track plate. The bottom end of the pull rod is fixedly connected with the base plate through the oval bolt hole. The upper part of the pull rod passes through crimping in turn. Plate, force transmission pillow seat, buckle and buckle spring, the upper part of the pull rod is provided with threads, and the buckle nut is screwed on the upper end of the buckle spring through the thread. The device is equipped with elliptical bolt holes that allow the longitudinal expansion and contraction of the track slab, which is conducive to the release of the longitudinal stress inside the track slab, which can not only make maintenance and repair more efficient, flexible and maneuverable, but also ensure the high ride comfort of the high-speed railway and the transverse direction of the line. stability. The invention has the advantages of simple structure, definite stress, firmness, reliability, flexibility, low manufacturing cost and long service life.
Description
技术领域technical field
本发明涉及无砟轨道无缝线路技术领域,具体涉及一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置。The invention relates to the technical field of ballastless track seamless lines, in particular to an upper arch deformation limiting device for maintenance that allows track slabs to expand and contract longitudinally.
背景技术Background technique
截止到2015年底,我国高速铁路运营里程达到1.9万公里,占世界高铁总里程的60%以上。我国高速铁路轨道结构主要采用无砟轨道无缝线路,其中CRTSⅡ型板式无砟轨道是我国主要采用的一种结构型式,也是独具特色的一种类型,其轨道结构采用全连续型式,可跨梁缝、结构伸缩缝铺设,目前已在京津城际铁路、京沪高速铁路、京广高速铁路、津秦高速铁路等多条线路上铺设应用。By the end of 2015, my country's high-speed railway mileage had reached 19,000 kilometers, accounting for more than 60% of the world's total mileage of high-speed railways. The track structure of my country's high-speed railways mainly adopts ballastless track seamless lines. Among them, CRTSⅡ type slab ballastless track is a structural type mainly used in my country, and it is also a unique type. Its track structure adopts a fully continuous type, which can be The laying of cross-beam joints and structural expansion joints has been laid and applied on many lines such as the Beijing-Tianjin Intercity Railway, the Beijing-Shanghai High-speed Railway, the Beijing-Guangzhou High-speed Railway, and the Jin-Qin High-speed Railway.
现场调研表明,在列车荷载和温度荷载的反复作用下,CRTSⅡ型板式无砟轨道无缝线路的受力变形、状态参数等于设计之初发生了变化,病害频率、种类越来越多,尤其是在宽窄接缝处。在季节变换时期,气温昼夜温差加大,轨道板内温度应力骤然变化,导致轨道板内应力极度不均,从而造成板间接缝处混凝土反复拉压受力而破损,轨道板发生上拱。此外,当板间接缝质量不达标或接缝张拉锁件安设不标准时,也会加剧轨道板发生拱起、挤碎现象。一旦上述病害发生,轨道结构的稳定性和平顺性很难保证,轻则列车限速,重则导致安全事故。On-site research shows that under the repeated action of train load and temperature load, the force deformation and state parameters of CRTS II slab ballastless track seamless line have changed from the beginning of design, and the frequency and types of diseases are increasing, especially It is at the wide and narrow seams. During the seasonal change period, the temperature difference between day and night increases, and the temperature stress in the track slab changes suddenly, resulting in extremely uneven stress in the track slab, which causes the concrete at the joint between the slabs to be damaged due to repeated tension and compression, and the track slab to arch. In addition, when the quality of the joints between the slabs is not up to standard or the installation of the joint tension locks is not standard, it will also aggravate the phenomenon of arching and crushing of the track slab. Once the above-mentioned diseases occur, it is difficult to guarantee the stability and smoothness of the track structure, ranging from train speed limit to severe accidents.
目前,针对宽窄接缝破损造成的轨道板上拱变形病害,现有的整治措施工艺流程为钻孔→植筋锚固→轨道板解锁→板缝压胶及轨道板修复→宽接缝相邻轨道板植筋与板底注胶,其中植筋位置、数量应根据现场病害时机情况进行相关计算。但是,上述方法中钻孔植筋对轨道结构的维修具有不可调节性,同时,由于轨道板上拱离缝发生在夏天高温季节,上述植筋方法容易造成轨道板在低温时受拉伤损。At present, for the arch deformation disease on the track slab caused by the damage of wide and narrow joints, the existing treatment measures process is drilling→planting reinforcement and anchoring→unlocking the track slab→gluing the slab seam and repairing the track slab→adjacent track at the wide joint Rebar planting and glue injection at the bottom of the slab, where the position and quantity of the rebar planting should be calculated according to the timing of the disease on site. However, the above-mentioned method of drilling and planting bars is not adjustable for the maintenance of the track structure. At the same time, because the arched gaps on the track slab occur in the high temperature season in summer, the above-mentioned method of planting bars is likely to cause the track slab to be damaged by strain at low temperature.
因此,需要提供一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置,可以方便、快速的对上拱变形进行扣压限位措施,使其即能达到传统植筋方法对轨道板上拱病害锚固限位作用,又能允许轨道板纵向伸缩,防止二次病害的发生。同时后期可根据线路状况和运营情况,随时对装置进行扣压力的调节,以更好的改善线路平顺性。Therefore, it is necessary to provide an upper arch deformation limiting device for maintenance that allows the longitudinal expansion and contraction of the track slab. The anchoring and limiting function of the upper arch disease can also allow the longitudinal expansion and contraction of the track slab to prevent the occurrence of secondary diseases. At the same time, the buckle pressure of the device can be adjusted at any time according to the line conditions and operating conditions in the later stage to better improve the smoothness of the line.
发明内容Contents of the invention
本发明要解决的技术问题是提供一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置,用于无砟轨道养护维修过程中使用,具有可调节扣压力功能,且能够允许轨道板纵向伸缩,解决传统植筋锚固方法中可能出现二次病害的问题。该装置既能有效的对轨道板上拱病害进行扣压限位,又不会影响列车的运营安全。The technical problem to be solved by the present invention is to provide an upper arch deformation limiting device for maintenance that allows the longitudinal expansion and contraction of the track slab, which is used in the maintenance and repair process of the ballastless track, has the function of adjustable buckle pressure, and can allow the track The longitudinal expansion and contraction of the plate solves the problem of secondary diseases that may occur in the traditional anchoring method of planting bars. The device can effectively buckle and limit the arch defect on the track slab without affecting the operation safety of the train.
为解决上述技术问题,本发明采用下述技术方案:In order to solve the problems of the technologies described above, the present invention adopts the following technical solutions:
一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置,包括扣压板、传力枕座、扣压件、扣压弹簧、扣压螺母和拉杆,所述扣压板扣压在开有椭圆螺栓孔的轨道板上,所述拉杆的底端穿过椭圆螺栓孔与底座板固定连接,所述拉杆的上部依次穿过扣压板、传力枕座、扣压件和扣压弹簧,所述拉杆的上部设有螺纹,所述扣压螺母通过螺纹螺接在扣压弹簧的上端。椭圆螺栓孔可以允许轨道板纵向伸缩,有利于轨道板内部纵向应力的释放。An upper arch deformation limiting device for maintenance that allows the longitudinal expansion and contraction of the track plate, including a buckle plate, a force transmission pillow seat, a buckle piece, a buckle spring, a buckle nut and a pull rod, and the buckle plate is buckled on an oval bolt hole On the track plate, the bottom end of the pull rod passes through the oval bolt hole and is fixedly connected with the base plate, and the upper part of the pull rod passes through the buckle plate, the force transmission pillow seat, the buckle and the buckle spring in sequence, and the upper part of the pull rod is provided with There are threads, and the buckle nut is screwed to the upper end of the buckle spring through threads. The elliptical bolt hole can allow the track plate to expand and contract longitudinally, which is beneficial to the release of the longitudinal stress inside the track plate.
优选地,所述扣压板的左右两侧固定设置支挡片,所述支挡片的高度从与扣压板连接处向另一端缓降,所述支挡片上设有结构孔。支挡片的这种结构设计,可以保证传力均匀。结构孔的好处是使得限位装置携带方便。Preferably, the left and right sides of the crimping plate are fixedly provided with support pieces, the height of the support piece decreases gradually from the connection with the crimping plate to the other end, and the support piece is provided with structural holes. This structural design of the support block can ensure uniform force transmission. The advantage of the structural hole is that the limiting device is easy to carry.
优选地,所述扣压板的前后两侧设有缓坡结构。缓坡结构和支挡片的结构原理相同,都是为了保证扣压板的传力更加均匀。Preferably, the front and rear sides of the crimping plate are provided with gentle slope structures. The structure principle of the gentle slope structure and the retainer is the same, both of which are to ensure a more uniform force transmission of the crimping plate.
优选地,所述传力枕座的左右两侧设有挡肩,所述扣压件为上拱形结构,所述扣压件两侧的支腿卡设在传力枕座的挡肩内侧。Preferably, shoulders are provided on the left and right sides of the force-transmitting pillow, the buckling part is an upper arched structure, and the legs on both sides of the buckling part are clamped inside the shoulders of the force-transmitting pillow.
优选地,所述扣压件两侧的支腿底面设有倒角。倒角能够分散应力,防止应力集中的问题产生。Preferably, the bottom surfaces of the legs on both sides of the fastening member are provided with chamfers. The chamfer can disperse the stress and prevent the problem of stress concentration.
优选地,所述扣压弹簧的两端设有扣压垫片。扣压垫片的作用是可以减少摩擦、防止松脱以及分散压力。Preferably, both ends of the buckle spring are provided with buckle washers. The function of the buckle gasket is to reduce friction, prevent loosening and distribute pressure.
优选地,所述轨道板与扣压板之间设有橡胶垫板。橡胶垫板可以增大轨道板与扣压板之间的摩擦。Preferably, a rubber pad is provided between the track plate and the crimping plate. The rubber backing plate can increase the friction between the track plate and the buckle plate.
优选地,所述拉杆的底端与底座板注胶锚固。拉杆底端与底座板注胶锚固可以保证轨道板与底座板之间正确的位置关系,且可允许轨道板纵向伸缩的椭圆螺栓孔,有利于轨道板内部纵向应力的释放。Preferably, the bottom end of the pull rod is glued and anchored to the base plate. The bottom end of the tie rod and the base plate are glued and anchored to ensure the correct positional relationship between the track plate and the base plate, and the elliptical bolt holes that allow the track plate to expand and contract longitudinally are conducive to the release of the internal longitudinal stress of the track plate.
优选地,所述轨道板上表面的椭圆螺栓孔与拉杆之间设置密封防水装置。Preferably, a sealing and waterproof device is provided between the elliptical bolt hole on the upper surface of the track plate and the pull rod.
优选地,所述密封防水装置为深度50mm的防水胶。在轨道板的椭圆螺栓孔处进行防水处理,由于拉杆与轨道板重合位置并没有注胶锚固,而是留有可允许轨道板纵向伸缩的空间,故需对扣压后的装置及轨道板钻孔口进行密封防水处理,防水材料选择高柔性、高防水隔潮性能、高粘结力的防水胶,防水胶注口深度为50mm。Preferably, the sealing waterproof device is waterproof glue with a depth of 50mm. Waterproof treatment is carried out at the elliptical bolt hole of the track plate. Since there is no glue injection and anchorage at the overlapping position of the tie rod and the track plate, but there is a space to allow the track plate to expand and contract longitudinally, so it is necessary to drill holes for the buckled device and the track plate The mouth is sealed and waterproofed. The waterproof material is waterproof glue with high flexibility, high waterproof and moisture barrier performance, and high adhesion. The depth of the waterproof glue injection port is 50mm.
本发明的有益效果如下:The beneficial effects of the present invention are as follows:
本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置由于采用了以上技术方案,既不影响轨道板上拱变形的整治效果,受力及力的传递比较明确,又方便各部件的安装、检查与更换。既可使得养护维修变得高效、灵活、机动,又能保证高速铁路的高平顺性以及线路的横向稳定性,确保行车安全。本发明的扣压限位装置,结构简单、受力明确、坚固可靠、灵活机动、制作成本低且使用寿命长。An upper arch deformation limiting device for maintenance that allows the longitudinal expansion and contraction of the track slab according to the present invention adopts the above technical scheme, which does not affect the rectification effect of the arch deformation on the track slab, and the force and force transmission are relatively clear. It is convenient for the installation, inspection and replacement of various components. It can not only make the maintenance and repair efficient, flexible and maneuverable, but also ensure the high ride comfort of the high-speed railway and the lateral stability of the line, and ensure the safety of driving. The crimping and limiting device of the present invention has the advantages of simple structure, clear force, firmness, reliability, flexibility, low manufacturing cost and long service life.
附图说明Description of drawings
下面结合附图对本发明的具体实施方式作进一步详细的说明。The specific implementation manners of the present invention will be further described in detail below in conjunction with the accompanying drawings.
图1示出本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置的结构示意图。Fig. 1 shows a schematic structural view of an upper arch deformation limiting device for maintenance that allows longitudinal expansion and contraction of track slabs according to the present invention.
图2示出本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置的剖面图。Fig. 2 shows a cross-sectional view of an upper arch deformation limiting device for maintenance that allows track slabs to expand and contract longitudinally according to the present invention.
图3示出本发明图2中的A部放大图。Fig. 3 shows an enlarged view of part A in Fig. 2 of the present invention.
图4示出本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置的轨道板密封防水装置的机构示意图。Fig. 4 shows a schematic diagram of the mechanism of the sealing and waterproofing device for the track plate of the upward arch deformation limiting device that allows the track plate to expand and contract longitudinally according to the present invention.
图5示出本发明的图4中B部的放大俯视图。Fig. 5 shows an enlarged top view of part B in Fig. 4 of the present invention.
具体实施方式detailed description
为了更清楚地说明本发明,下面结合优选实施例和附图对本发明做进一步的说明。附图中相似的部件以相同的附图标记进行表示。本领域技术人员应当理解,下面所具体描述的内容是说明性的而非限制性的,不应以此限制本发明的保护范围。In order to illustrate the present invention more clearly, the present invention will be further described below in conjunction with preferred embodiments and accompanying drawings. Similar parts in the figures are denoted by the same reference numerals. Those skilled in the art should understand that the content specifically described below is illustrative rather than restrictive, and should not limit the protection scope of the present invention.
如图1-图5所示,一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置,包括扣压板603、传力枕座601、扣压件4、扣压弹簧3、扣压螺母2和拉杆1,所述扣压板603扣压在开有椭圆螺栓孔10的轨道板8上,所述拉杆1的底端穿过椭圆螺栓孔10与底座板9固定连接,所述拉杆1的底端与底座板9注胶锚固。所述拉杆1的上部依次穿过扣压板603、传力枕座601、扣压件4和扣压弹簧3,所述轨道板8与扣压板603之间设有橡胶垫板5。所述扣压弹簧3的两端设有扣压垫片7。所述拉杆1的上部设有螺纹,所述扣压螺母2通过螺纹螺接在扣压弹簧3的上端。所述轨道板8上表面的椭圆螺栓孔10与拉杆1之间设置密封防水装置。所述密封防水装置为深度50mm的防水胶。As shown in Figures 1 to 5, an upper arch deformation limiting device for maintenance that allows the longitudinal expansion and contraction of the track plate, including a buckle plate 603, a force transmission pillow 601, a buckle 4, a buckle spring 3, and a buckle nut 2 and the pull rod 1, the crimping plate 603 is crimped on the track plate 8 with the elliptical bolt hole 10, the bottom end of the pull rod 1 is fixedly connected with the base plate 9 through the elliptical bolt hole 10, the bottom end of the pull rod 1 Inject glue with the base plate 9 to anchor. The upper part of the pull rod 1 passes through the crimping plate 603 , the force transmission pillow 601 , the crimping member 4 and the crimping spring 3 sequentially, and a rubber backing plate 5 is arranged between the track plate 8 and the crimping plate 603 . Both ends of the buckle spring 3 are provided with buckle washers 7 . The upper part of the pull rod 1 is provided with threads, and the buckle nut 2 is screwed to the upper end of the buckle spring 3 through threads. A sealing and waterproof device is provided between the oval bolt hole 10 on the upper surface of the track plate 8 and the pull rod 1 . The sealing waterproof device is waterproof glue with a depth of 50mm.
所述扣压板603的左右两侧固定设置支挡片602,所述支挡片602的高度从与扣压板603连接处向另一端缓降,所述支挡片602上设有结构孔。所述扣压板603的前后两侧设有缓坡结构。所述传力枕座601的左右两侧设有挡肩,所述扣压件4为上拱形结构,所述扣压件4两侧的支腿卡设在传力枕座601的挡肩内侧。所述扣压件4两侧的支腿底面设有倒角。The left and right sides of the crimping plate 603 are fixedly provided with retaining pieces 602 , the height of the retaining plate 602 decreases slowly from the connection with the crimping plate 603 to the other end, and the supporting retaining pieces 602 are provided with structural holes. The front and rear sides of the crimping plate 603 are provided with gentle slope structures. The left and right sides of the force transmission pillow 601 are provided with shoulders, the buckle 4 is an upper arched structure, and the legs on both sides of the buckle 4 are clamped inside the shoulders of the force transmission pillow 601 . The bottom surfaces of the legs on both sides of the crimping member 4 are provided with chamfers.
各部件的具体尺寸为,扣压板603长400mm,宽200mm,厚20mm,传力枕座601长200mm,宽100mm,总高度40mm,两侧挡肩为三棱柱体,缓坡横断面为等边直角三角形底×高为20mm×20mm,扣压板603和传力枕座601通过焊接连成一体。扣压弹簧3刚度为250N/mm,调力范围0~10000N,伸缩距离0~40mm,扣压垫板7设置于扣压弹簧3的上下两端,尺寸为长60mm,宽40mm,厚10mm。轨道板8尺寸长6450mm,宽2550mm,厚200mm,底座板9尺寸长6450mm,宽2950mm,厚300mm,拉杆1采用HRB500钢筋Φ28钢筋,钢筋长L=380mm,拉杆上端50mm范围内,通过机床加工预定的螺纹。橡胶垫板5长400mm,宽200mm,厚10mm。椭圆螺栓孔设置于各部件中心位置,椭圆螺栓孔长轴长50mm,短轴长35mm。The specific dimensions of each component are as follows: the buckle plate 603 is 400mm long, 200mm wide, and 20mm thick; the power transmission pillow seat 601 is 200mm long, 100mm wide, and the total height is 40mm; the shoulders on both sides are triangular prisms; The triangle bottom×height is 20mm×20mm, and the crimping plate 603 and the force transmission pillow 601 are connected into one body by welding. The crimping spring 3 has a stiffness of 250N/mm, a force adjustment range of 0-10000N, and a stretching distance of 0-40mm. The crimping backing plate 7 is arranged on the upper and lower ends of the crimping spring 3, and the size is 60mm long, 40mm wide, and 10mm thick. The size of the track plate 8 is 6450mm long, 2550mm wide and 200mm thick. The base plate 9 is 6450mm long, 2950mm wide and 300mm thick. The tie rod 1 is made of HRB500 steel bar Φ28, and the length of the steel bar is L=380mm. of thread. Rubber backing plate 5 is long 400mm, wide 200mm, thick 10mm. The elliptical bolt hole is set at the center of each component, the long axis of the elliptical bolt hole is 50mm long, and the short axis is 35mm long.
本发明的一种用于养护的允许轨道板纵向伸缩的上拱变形限位装置的安装过程为:The installation process of an upper arch deformation limiting device that allows longitudinal expansion and contraction of the track slab for maintenance of the present invention is as follows:
(1)对上拱处的轨道板8进行钻机钻孔,钻孔形状为椭圆螺栓孔,尺寸为长轴长50mm,短轴长35mm,钻孔深度430mm,钻孔数量所钻孔洞清灰均参考传统植筋锚固方法进行。(1) Carry out drilling rig drilling on the track plate 8 at the upper arch. The shape of the drilling hole is an elliptical bolt hole, the size is 50mm long axis, 35mm long axis, and 430mm drilling depth. The number of drilled holes is for reference The traditional anchoring method is carried out.
(2)将拉杆1铅垂向放入椭圆螺栓孔中,拉杆1上端设有螺纹,拉杆1与底座板9重合位置,采用传统植筋锚固方法,进行注胶锚固。(2) Put the tie rod 1 vertically into the oval bolt hole, the upper end of the tie rod 1 is provided with threads, and the tie rod 1 and the base plate 9 coincide with each other, and the traditional anchoring method of planting bars is used for anchoring with glue injection.
(3)将橡胶垫板5和扣压板603通过椭圆形螺栓孔穿过拉杆1,放置轨道板8的上表面,轨道板8上表面提前进行清理,校准橡胶垫板5及扣压板603位置并固定。(3) Pass the rubber backing plate 5 and the crimping plate 603 through the pull rod 1 through the oval bolt hole, place the upper surface of the track plate 8, clean the upper surface of the track plate 8 in advance, calibrate the position of the rubber backing plate 5 and the crimping plate 603 and fixed.
(4)将扣压垫板7和扣压弹簧3等,按图1所示,进行安装、校检、定位、固定,通过对扣压螺母2施加扭矩,将扣压装置扣压于轨道板上表面进行限位作用。(4) As shown in Figure 1, install, check, position, and fix the crimping backing plate 7 and crimping spring 3, and apply torque to the crimping nut 2 to crimp the crimping device on the upper surface of the track plate to limit the position effect.
(5)如图4-图5所示进行防水处理,由于拉杆1与轨道板8重合位置并没有注胶锚固,而是留有可允许轨道板8纵向伸缩的空间,故需对扣压后的装置及轨道板8放入椭圆螺栓孔进行密封防水处理,防水材料选择高柔性、高防水隔潮性能、高粘结力的防水胶,防水胶注口深度为50mm。(5) Waterproof treatment is carried out as shown in Figure 4-Figure 5. Since there is no glue injection and anchorage at the overlapping position of the tie rod 1 and the track plate 8, but there is a space that allows the track plate 8 to expand and contract longitudinally, so it is necessary to carry out the crimping. The device and the track plate 8 are put into the oval bolt holes for sealing and waterproofing. The waterproof material is waterproof glue with high flexibility, high waterproof and moisture barrier performance, and high adhesion. The depth of the waterproof glue injection port is 50mm.
(6)对安装固定完全的装置,进行调试,由于轨道板8上表面上拱程度各不相同,故需对本装置统一安装,统一调试,通过协调作用,共同对出现上拱变形的轨道板进行限位。(6) Debug the fully installed and fixed device. Since the degree of arching on the upper surface of the track plate 8 is different, it is necessary to uniformly install and debug the device. limit.
由于后期外界环境发生变化,轨道板8在运营条件下,可能会出现相应受力变形,从而使得限位装置的工作状态发生变化,因此需对限位装置进行增加或减小扣压力、改善协调作用效果等形式的后期维护。Due to changes in the external environment in the later stage, the track plate 8 may undergo corresponding force deformation under operating conditions, which will cause changes in the working state of the limit device. Therefore, it is necessary to increase or decrease the buckle pressure of the limit device to improve coordination. Post-maintenance in the form of effects and other forms.
显然,本发明的上述实施例仅仅是为清楚地说明本发明所作的举例,而并非是对本发明的实施方式的限定,对于所属领域的普通技术人员来说,在上述说明的基础上还可以做出其它不同形式的变化或变动,这里无法对所有的实施方式予以穷举,凡是属于本发明的技术方案所引申出的显而易见的变化或变动仍处于本发明的保护范围之列。Apparently, the above-mentioned embodiments of the present invention are only examples for clearly illustrating the present invention, and are not intended to limit the implementation of the present invention. Those of ordinary skill in the art can also make It is not possible to exhaustively list all the embodiments here, and any obvious changes or changes derived from the technical solutions of the present invention are still within the scope of protection of the present invention.
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