CN105648854A - Special regulating device for construction of trench-reserved tracks of tramcars and application method of special regulating device - Google Patents
Special regulating device for construction of trench-reserved tracks of tramcars and application method of special regulating device Download PDFInfo
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- CN105648854A CN105648854A CN201610133280.2A CN201610133280A CN105648854A CN 105648854 A CN105648854 A CN 105648854A CN 201610133280 A CN201610133280 A CN 201610133280A CN 105648854 A CN105648854 A CN 105648854A
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- lead screw
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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
- E01B29/00—Laying, rebuilding, or taking-up tracks; Tools or machines therefor
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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
- E01B21/00—Track superstructure adapted for tramways in paved streets
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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
- E01B21/00—Track superstructure adapted for tramways in paved streets
- E01B21/02—Special supporting means; Draining of rails
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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
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/06—Height or lateral adjustment means or positioning means for slabs, sleepers or rails
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Abstract
本发明涉及有轨电车预留沟槽式轨道施工专用调整装置及使用方法,由横梁、支撑部、承轨槽组成,横梁的两端对称焊接一组支撑部,以横梁中点为基准、两端各竖直焊接一槽钢吊带组,所述对槽钢吊带组内含有两个左右相对而立的槽钢吊带,左右相对而立的槽钢吊带的下端凹槽内相对焊接一个顶丝螺母,并在腹板的相应位置设有圆孔以穿过安装顶丝,槽钢吊带的底部翼板处设有螺栓孔用于连接安装承轨槽,形成整个调整装置。本发明与现有技术相比,采用槽钢吊带式承轨措施,解决了有轨电车预留沟槽式轨道施工中通用调轨装置无法架立调轨的问题。
The invention relates to a special adjustment device for the reserved groove type track construction of a tram and a method for using it. Each end is vertically welded with a channel steel sling set, the pair of channel steel slings contains two left and right opposite channel steel slings, and a top screw nut is relatively welded in the groove at the lower end of the left and right opposite channel steel slings, and A round hole is provided at the corresponding position of the web to pass through the installation top wire, and a bolt hole is provided at the bottom flange of the channel steel sling for connecting the installation rail groove to form the entire adjustment device. Compared with the prior art, the present invention adopts the channel steel sling type rail bearing measure, which solves the problem that the general rail adjustment device cannot erect the rail adjustment during the construction of the reserved groove type track of the tram.
Description
[技术领域][technical field]
本发明涉及工程技术科学领域,涉及有轨电车预留沟槽式轨道施工状态调整装置及应用方法,专用于预留沟槽式轨道施工状态调整。The invention relates to the field of engineering technology and science, and relates to a device and an application method for adjusting the construction state of a tram reserved groove type track, which is specially used for adjusting the construction state of a reserved groove type track.
[背景技术][Background technique]
在有轨电车预留沟槽式轨道施工中,由于其结构的特殊性,通常的调轨装置无法适用,传统预留沟槽式轨道施工中通常是采用吊具悬挂钢轨,两侧采用木撑等机具进行小范围调轨施工。这种传统方法在规模较小、精度要求相对较低的站场线施工中尚可适用,但在工程量大、精度要求较高的有轨电车正线上便难以满足施工质量及施工进度的需求。我国目前并无专用的预留沟槽式轨道调整装置,在该项施工领域几为空白,为此急需一种专用的调轨装置来满足有轨电车正线预留沟槽式轨道调轨施工。In the construction of reserved grooved track for trams, due to the particularity of its structure, the usual rail adjustment device cannot be applied. In the construction of traditional reserved grooved track, the rail is usually suspended by a spreader, and wooden supports are used on both sides. Waiting for equipment to carry out small-scale rail adjustment construction. This traditional method is still applicable in the construction of small-scale station lines with relatively low precision requirements, but it is difficult to meet the requirements of construction quality and construction progress on the main line of trams with large engineering volume and high precision requirements. need. At present, there is no special reserved groove track adjustment device in our country, which is almost blank in this construction field. Therefore, a special track adjustment device is urgently needed to meet the requirements of the reserved groove track adjustment construction of the main line of the tram. .
[发明内容][Content of the invention]
本发明的目的在于:设计一种有轨电车专用的轨道施工状态调轨装置,解决预留沟槽式轨道调轨存在的特殊性问题,实现预留沟槽式轨道的支撑、架立,垂直方向及水平方向的调整。The object of the present invention is to: design a kind of special-purpose track adjustment device for track construction state of tram, solve the special problem that the reserved groove type track adjustment exists, realize the support, erection of the reserved groove type track, vertical Orientation and horizontal adjustment.
为达到上述目的,设计一种新式轨道施工状态调整装置,主要由三个部分组成,分别是:横梁、支撑部、承轨槽,如图1所示。横梁的两端对称焊接一组支撑部,以横梁中点为基准、两端各竖直焊接一槽钢吊带组,所述对槽钢吊带组内含有两个左右相对而立的槽钢吊带,左右相对而立的槽钢吊带的下端凹槽内相对焊接一个顶丝螺母,并在腹板的相应位置设有圆孔以穿过安装顶丝,槽钢吊带的底部翼板处设有螺栓孔用于连接安装承轨槽,形成整个调整装置。In order to achieve the above purpose, a new type of track construction state adjustment device is designed, which is mainly composed of three parts: beam, support part, and rail bearing groove, as shown in Figure 1. A set of supporting parts is welded symmetrically at both ends of the beam, with the midpoint of the beam as the reference, and a channel steel suspender group is welded vertically at each end. A top screw nut is relatively welded in the groove at the lower end of the opposite channel steel sling, and a round hole is provided at the corresponding position of the web to pass through the installation top wire, and the bottom flange of the channel steel sling is provided with a bolt hole for Connect and install the supporting rail groove to form the whole adjusting device.
横梁由方形钢管、槽钢吊带、顶丝螺母、顶丝组成。方形钢管两端各焊接一对槽钢吊带。槽钢吊带下端凹槽内焊接一个M20顶丝螺母,并在腹板的相应位置设计圆孔以穿过安装顶丝,槽钢吊带底部翼板设计Φ14mm螺栓孔,作为连接可拆卸底板使用,如图2所示。The beam is composed of square steel pipe, channel steel sling, top wire nut, and top wire. A pair of channel steel suspenders are welded at both ends of the square steel pipe. Weld an M20 top screw nut in the groove at the lower end of the channel steel sling, and design a round hole at the corresponding position of the web to pass through the installation of the top wire. The bottom flange of the channel steel sling is designed with a Φ14mm bolt hole, which is used as a connection to the detachable bottom plate, such as Figure 2 shows.
支撑部由丝杠安装座、丝杠、耳板组成。丝杠安装座一端与耳板焊接,另一端与横梁方形钢管焊接。丝杠安装座上设计Tr50×3梯形螺纹孔。丝杠长约320mm,上端60mm、下端50mm为光轴,中部210mm设计Tr50×3梯形螺纹,上端设计Φ20圆孔,顶端设计标准六方头结构。耳板上设计Φ20圆孔。如图3所示。The supporting part is composed of a lead screw mounting seat, a lead screw and an ear plate. One end of the lead screw mounting seat is welded with the lug plate, and the other end is welded with the beam square steel pipe. Tr50×3 trapezoidal threaded holes are designed on the lead screw mounting base. The length of the lead screw is about 320mm, the upper end is 60mm, the lower end is 50mm as the optical axis, the middle 210mm is designed with Tr50×3 trapezoidal thread, the upper end is designed with a Φ20 round hole, and the top is designed with a standard hexagonal head structure. A Φ20 round hole is designed on the ear plate. As shown in Figure 3.
承轨槽由一对可拆卸底板和固定螺栓组件组成。可拆卸底板两端设计Φ14mm螺栓孔,与槽钢吊带的底部翼板处设有的螺栓孔相适配,通过固定螺栓组件与槽钢吊带连接,固定螺栓组件采用M12标准件。如图4所示。The track groove consists of a pair of removable bottom plates and fixed bolt assemblies. Both ends of the detachable bottom plate are designed with Φ14mm bolt holes, which match the bolt holes at the bottom flange of the channel steel sling, and are connected to the channel steel sling through the fixing bolt assembly, which adopts M12 standard parts. As shown in Figure 4.
有轨电车预留沟槽式轨道施工专用调整装置使用方法。The method of using the special adjustment device for the reserved groove track construction of the tram.
1、先松开固定螺栓,拆下可拆卸底板,使横梁与承轨槽分离,再将丝杠旋转松开。1. First loosen the fixing bolts, remove the detachable bottom plate, separate the beam from the bearing groove, and then loosen the lead screw.
2、在轨道预装调轨装置的位置,将横梁架立在钢轨上,使左右两股钢轨分别位于每对槽钢吊带中间。然后在钢轨底部空间插入可拆卸底板,根据施工现场情况,选择可拆卸底板的平坡面或斜坡面。安装固定螺栓组件,使承轨槽托起轨道。安装两侧槽钢吊带上的顶丝使其顶住钢轨轨腰。最后将丝杠安装在丝杠安装座上使其顶住施工场基础地面。这样就完成了调轨装置在轨道支撑位置的架立。2. At the position where the rail adjustment device is pre-installed, erect the beam on the rail so that the left and right rails are respectively located in the middle of each pair of channel steel suspenders. Then insert the detachable bottom plate into the space at the bottom of the rail, and select the flat or slope surface of the detachable bottom plate according to the construction site conditions. Install the retaining bolt assembly so that the track supports the track. Install the top wires on the channel steel slings on both sides to make it bear against the rail waist. Finally, the lead screw is installed on the lead screw mounting seat so that it can withstand the foundation ground of the construction site. In this way, the erection of the rail adjustment device at the rail support position has been completed.
3、调整轨道时,通过测量轨道几何状态所得数据,旋转丝杠使调整装置升降实现每股钢轨垂直方向调整,通过旋转每一对顶丝,实现每股钢轨水平方向调整及轨距调整。丝杠上端的Φ20圆孔,用于加力杆进行轨道精调,顶部的六方头结构可使用电动扳手进行快速粗调,在耳板设计圆孔中插入销轴,将轨道撑杆顶撑在销轴上,可用于轨道及调轨装置的侧向固定。如图5所示。3. When adjusting the track, through the data obtained from measuring the geometric state of the track, the screw is rotated to make the adjustment device go up and down to realize the vertical adjustment of each rail. By rotating each pair of top screws, the horizontal adjustment and gauge adjustment of each rail are realized. The Φ20 round hole at the upper end of the lead screw is used for fine adjustment of the track by the booster rod. The hexagonal head structure on the top can be used for quick and rough adjustment with an electric wrench. Insert the pin shaft into the designed round hole of the ear plate to support the track support rod On the pin shaft, it can be used for lateral fixing of the track and the rail adjustment device. As shown in Figure 5.
本发明与现有技术相比,主要有以下优势:Compared with the prior art, the present invention mainly has the following advantages:
1、采用槽钢吊带式承轨措施,解决了有轨电车预留沟槽式轨道施工中通用调轨装置无法架立调轨的问题。1. Adopt channel steel sling-type rail support measures to solve the problem that the general rail adjustment device cannot be erected and adjusted during the construction of the reserved groove track for trams.
2、成对布置顶丝,实现每股钢轨独立调节,可省去传统方式中的轨距拉杆,更好进行调轨施工。2. The top wires are arranged in pairs to realize the independent adjustment of each steel rail, which can save the gauge tie rods in the traditional method and facilitate rail adjustment construction.
3、丝杠上端设计标准六方头结构,便于使用电动扳手进行快速粗调,丝杠座外侧焊接耳板,可便于轨道撑杆侧向固定轨道及调轨装置,保证钢轨调整精度。3. The upper end of the lead screw is designed with a standard hexagonal head structure, which is convenient for quick and rough adjustment with an electric wrench. The lug plate is welded on the outside of the lead screw seat, which can facilitate the lateral fixing of the track and the rail adjustment device by the track support to ensure the accuracy of rail adjustment.
4、承轨槽设计成可拆卸结构,便于调整装置的安装及拆卸。4. The rail bearing groove is designed as a detachable structure, which is convenient for the installation and disassembly of the adjustment device.
5、可拆卸底板一面设计为平坡,一面设计为1/40斜坡,可满足不同轨道对轨底坡的要求。5. One side of the detachable bottom plate is designed as a flat slope, and the other side is designed as a 1/40 slope, which can meet the requirements of different tracks for the bottom slope of the rail.
5、本装置所有结构除丝杠和梯形螺纹孔外,其余部分均设计成国标件,提高装置的通用性和维修性。5. Except for the lead screw and the trapezoidal threaded hole, all the structures of the device are designed as national standard parts to improve the versatility and maintainability of the device.
[附图说明][Description of drawings]
图1a为本发明轨道调整装置结构组成主视图Figure 1a is a front view of the structure of the track adjustment device of the present invention
图1b为本发明轨道调整装置结构组成俯视图Figure 1b is a top view of the structure of the track adjustment device of the present invention
图2a为本发明横梁结构主视图Fig. 2 a is the front view of the beam structure of the present invention
图2b为本发明横梁结构俯视图Figure 2b is a top view of the beam structure of the present invention
图3a为本发明支撑部结构主视图Figure 3a is a front view of the structure of the support part of the present invention
图3b为本发明支撑部结构俯视图Figure 3b is a top view of the structure of the support part of the present invention
图4a为本发明承轨槽结构主视图Figure 4a is a front view of the structure of the rail bearing groove of the present invention
图4b为本发明承轨槽结构俯视图Figure 4b is a top view of the rail bearing groove structure of the present invention
图5为本发明施工示意图Fig. 5 is the construction schematic diagram of the present invention
图中标记说明Marking description in the figure
1-横梁,2-支撑部,3-承轨槽,4-矩形钢管,5-槽钢吊带,6-顶丝螺母,7-顶丝,8-丝杠安装座,9-丝杠,10-耳板,11-可拆卸底板,12-固定螺栓组件,13-钢轨。1-beam, 2-support part, 3-rail groove, 4-rectangular steel pipe, 5-channel steel strap, 6-top screw nut, 7-top screw, 8-lead screw mounting seat, 9-lead screw, 10 - lug plate, 11 - removable base plate, 12 - fixed bolt assembly, 13 - steel rail.
[具体实施方式][detailed description]
现结合附图及实施例对本发明的技术方案作进一步阐述,相信对本领域技术人员来说是清楚的。The technical solution of the present invention will be further described in conjunction with the accompanying drawings and embodiments, which is believed to be clear to those skilled in the art.
本发明主要通过设计一种新式的调轨装置,满足有轨电车预留沟槽式轨道对调轨装置的特殊需求。成对布置顶丝,实现每股钢轨独立调节,省去规矩拉杆,更好的对预留沟槽式轨道进行调轨。The present invention mainly meets the special requirements of the reserved grooved track for the rail regulating device by designing a novel rail regulating device. The top wires are arranged in pairs to realize the independent adjustment of each steel rail, eliminating the need for regular tie rods, and better rail adjustment for the reserved grooved track.
实施例一:有轨电车预留沟槽式轨道施工专用调整装置结构组成。Embodiment 1: The structural composition of the special adjustment device for track construction with reserved grooves for trams.
本发明整体结构由横梁1、支撑部2、承轨槽3组成。横梁1与支撑部2焊接,再通过固定螺栓组件12连接可拆卸底板11,形成整个装置。如图1所示。横梁1的两端对称焊接一组支撑部2,以横梁1中点为基准、两端各竖直焊接一槽钢吊带组,所述对槽钢吊带组内含有两个左右相对而立的槽钢吊带5,左右相对而立的槽钢吊带5的下端凹槽内相对焊接一个顶丝螺母6,并在腹板的相应位置设有圆孔以穿过安装顶丝7,槽钢吊带5的底部翼板处设有螺栓孔用于连接安装承轨槽3,形成整个调整装置。The overall structure of the present invention is composed of a beam 1, a support portion 2 and a rail bearing groove 3. The beam 1 is welded to the supporting part 2, and then connected to the detachable bottom plate 11 through the fixing bolt assembly 12 to form the whole device. As shown in Figure 1. Two ends of the beam 1 are symmetrically welded with a set of supporting parts 2, with the midpoint of the beam 1 as the reference, a channel steel suspender set is welded vertically at each end, and the pair of channel steel suspenders contains two oppositely standing channel steels Sling 5, a jackscrew nut 6 is relatively welded in the groove at the lower end of the channel steel sling 5 standing opposite to each other on the left and right, and a round hole is provided at the corresponding position of the web to pass through the installation of the top wire 7, the bottom wing of the channel steel sling 5 The plate is provided with bolt holes for connecting and installing the bearing rail groove 3 to form the whole adjusting device.
横梁1由方形钢管4、槽钢吊带5、顶丝螺母6、顶丝7组成。方形钢管4两端各焊接一对槽钢吊带5。槽钢吊带5下端凹槽内焊接一个M20顶丝螺母6,并在腹板的相应位置设计圆孔以穿过安装顶丝7,槽钢吊带5底部翼板设计Φ14mm螺栓孔,做为连接可拆卸底板11使用,如图2所示。Crossbeam 1 is made up of square steel pipe 4, channel steel sling 5, top wire nut 6, top wire 7. A pair of channel steel suspenders 5 are respectively welded at the two ends of the square steel pipe 4 . An M20 top screw nut 6 is welded in the groove at the lower end of the channel steel sling 5, and a round hole is designed at the corresponding position of the web to pass through the installation of the top screw 7. The bottom flange of the channel steel sling 5 is designed with a Φ14mm bolt hole, which can be used as a connection. Disassemble the bottom plate 11 for use, as shown in Figure 2.
支撑部2由丝杠安装座8、丝杠9、耳板10组成。丝杠安装座8一端与耳板10焊接,另一端与横梁1方形钢管4焊接。丝杠安装座8上设计Tr50×3梯形螺纹孔。丝杠9长约320mm,上端60mm、下端50mm为光轴,中部210mm设计Tr50×3梯形螺纹,上端设计Φ20圆孔,顶端设计标准六方头结构。耳板10上设计Φ20圆孔。如图3所示。The support part 2 is composed of a lead screw mounting seat 8 , a lead screw 9 and an ear plate 10 . Lead screw mounting seat 8 one end is welded with ear plate 10, and the other end is welded with beam 1 square steel pipe 4. Tr50 × 3 trapezoidal threaded holes are designed on the screw mounting base 8 . Lead screw 9 is about 320mm in length, 60mm in the upper end and 50mm in the lower end are optical axes, Tr50×3 trapezoidal thread is designed in the middle of 210mm, a Φ20 round hole is designed in the upper end, and a standard hexagonal head structure is designed in the top end. Design Φ20 round hole on the lug plate 10. As shown in Figure 3.
承轨槽3由一对可拆卸底板11和固定螺栓组件12组成。可拆卸底板11两端设计Φ14螺栓孔,通过固定螺栓组件12与槽钢吊带5连接。固定螺栓组件12采用M12标准件。如图4所示。The rail groove 3 is composed of a pair of detachable bottom plates 11 and fixing bolt assemblies 12 . Bolt holes of Φ14 are designed at both ends of the detachable bottom plate 11, and are connected with the channel steel suspenders 5 through the fixing bolt assembly 12. The fixing bolt assembly 12 adopts M12 standard parts. As shown in Figure 4.
实施例二:有轨电车预留沟槽式轨道施工专用调整装置使用方法。Embodiment 2: The method of using the special adjustment device for the reserved groove type track construction of trams.
1、先松开固定螺栓12,拆下可拆卸底板11,使横梁1与承轨槽3分离,再将丝杠9旋转松开。1. First loosen the fixing bolt 12, remove the detachable bottom plate 11, separate the beam 1 from the rail support groove 3, and then rotate the screw 9 to loosen it.
2、在轨道预装调轨装置的位置,将横梁1架立在钢轨上,使左右两股钢轨分别位于每对槽钢吊带5中间。然后在钢轨底部空间插入可拆卸底板11,根据施工现场情况,选择可拆卸底板11的平坡面或斜坡面。安装固定螺栓组件12,使承轨槽3托起轨道。安装两侧槽钢吊带5上的顶丝7使其顶住钢轨轨腰。最后将丝杠9安装在丝杠安装座8上使其顶住施工场基础地面。这样就完成了调轨装置在轨道支撑位置的架立。2. At the position where the rail adjustment device is pre-installed on the track, erect the crossbeam 1 on the steel rail so that the left and right two steel rails are respectively located in the middle of each pair of channel steel suspenders 5 . Then insert the detachable base plate 11 in the space at the bottom of the rail, and select the flat or slope surface of the detachable base plate 11 according to the construction site conditions. The fixing bolt assembly 12 is installed so that the rail bearing groove 3 supports the track. Install the top wire 7 on the channel steel suspenders 5 on both sides to make it withstand the rail waist. Finally, the leading screw 9 is installed on the leading screw mount 8 to make it stand against the foundation ground of the construction site. In this way, the erection of the rail adjustment device at the rail support position has been completed.
3、调整轨道时,通过测量轨道几何状态所得数据,旋转丝杠9使调整装置升降实现每股钢轨垂直方向调整,通过旋转每一对顶丝7,实现每股钢轨水平方向调整及轨距调整。丝杠9上端的圆孔,用于加力杆进行轨道精调,顶端的六方头结构可使用电动扳手进行快速粗调,在耳板10圆孔中插入销轴,将轨道撑杆顶撑在销轴上,用于轨道及调轨装置的侧向固定。如图5所示。3. When adjusting the track, by measuring the data obtained from the geometric state of the track, rotate the screw 9 to make the adjustment device go up and down to realize the vertical adjustment of each rail. By rotating each pair of top screws 7, the horizontal adjustment and gauge adjustment of each rail can be realized. . The round hole at the upper end of the lead screw 9 is used for the fine adjustment of the track by the booster rod. The hexagonal head structure at the top can be used for quick and rough adjustment with an electric wrench. On the pin shaft, it is used for lateral fixing of the track and the rail adjustment device. As shown in Figure 5.
4、拆除支架时,先松动顶丝7,使其与钢轨脱离接触,然后旋松丝杠9,最后拆除固定螺栓12,使可拆卸底板11与两侧槽钢吊带5分离,取走横梁1和可拆卸底板11,并对个部件进行清理、涂油及保养。4. When removing the bracket, first loosen the top wire 7 to make it out of contact with the rail, then unscrew the lead screw 9, and finally remove the fixing bolts 12 to separate the detachable bottom plate 11 from the channel steel straps 5 on both sides, and take away the beam 1 And removable bottom plate 11, and each part is cleaned, oiled and maintained.
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| CN111809460B (en) * | 2020-07-28 | 2021-11-26 | 河北冀科工程项目管理有限公司 | Rapid high-precision high-speed rail wall type inspection pit track laying construction method |
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