CN116427265A - A pier-passing maintenance vehicle and its working method - Google Patents
A pier-passing maintenance vehicle and its working method Download PDFInfo
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- CN116427265A CN116427265A CN202310516239.3A CN202310516239A CN116427265A CN 116427265 A CN116427265 A CN 116427265A CN 202310516239 A CN202310516239 A CN 202310516239A CN 116427265 A CN116427265 A CN 116427265A
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D22/00—Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
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Abstract
本发明公开了一种过墩式检修车及其工作方法,通过在钢梁每跨的底部设置纵移轨道,在纵移轨道下设置横移轨架,再将吊篮连接在滑移轨架下,吊篮内设置有可改变施工高度的升降平台,检修人员随吊篮移动,在相邻的两跨钢梁间通过过墩平台进行对接过墩,实现对钢梁底部检修范围的全方位覆盖,通过设置的过墩式检修车,检修人员可随时移动位置,安全、快速、高效地进入作业位置进行流动检测或维修作业,工作时也不影响交通,采用吊篮悬挂行走的方式,设备轻巧,安装和操作便捷、兼具移动方便,制造简单的优点,施工及检修维护成本低。
The invention discloses a pier-passing maintenance vehicle and a working method thereof. A longitudinal moving track is arranged at the bottom of each span of a steel beam, a transverse moving rail frame is arranged under the longitudinal moving track, and a hanging basket is connected to the sliding rail frame Next, there is a lifting platform that can change the construction height in the hanging basket. The maintenance personnel move with the hanging basket, and connect and pass the pier between the adjacent two-span steel beams through the pier-passing platform, so as to realize the comprehensive inspection range of the bottom of the steel beam. Coverage, through the set-up overhaul vehicle, the maintenance personnel can move the position at any time, and enter the working position safely, quickly and efficiently for flow detection or maintenance operations, without affecting the traffic during work. The hanging basket is used to hang and walk. The equipment Lightweight, easy to install and operate, easy to move, simple to manufacture, low construction and maintenance costs.
Description
技术领域technical field
本发明涉及桥梁维护技术领域。更具体地说,本发明涉及一种过墩式检修车及其工作方法。The invention relates to the technical field of bridge maintenance. More specifically, the present invention relates to a pier overhaul vehicle and its working method.
背景技术Background technique
随着我国现代化钢铁产业的迅速发展及钢结构加工与制造技术的日新月异,钢构件因其断面小、自重轻、塑性与韧性好、抗压与抗剪强度相对较高的特性从而被广泛应用于桥梁的设计与施工中。相比于传统混凝土梁,钢梁具有装配化程度高,施工精度高、经济效益好、施工工期短的特点外加钢结构的优良特性使得钢梁成为了大跨径桥梁的首选梁型。但钢结构桥梁易腐蚀、易生锈、需定期进行维修与保养。With the rapid development of my country's modern steel industry and the rapid development of steel structure processing and manufacturing technology, steel components are widely used because of their small cross-section, light weight, good plasticity and toughness, and relatively high compressive and shear strength. Bridge design and construction. Compared with traditional concrete beams, steel beams have the characteristics of high degree of assembly, high construction precision, good economic benefits, and short construction period. The excellent characteristics of steel structures make steel beams the preferred beam type for long-span bridges. However, steel structure bridges are prone to corrosion and rust, and require regular repairs and maintenance.
为保证钢结构桥梁的使用效果、延长桥梁的使用年限,需设计一种装置或设备辅助钢结构桥梁的检修与维护。该装置或设备需具备操作简单、安全系数高、稳定性好的特点。该装置或设备在工作时不影响桥下行车或桥下通航。该装置或设备的工作范围能覆盖到钢梁底板、腹板与翼缘区域,全方位的保证桥梁检修。针对不同的桥梁截面形式,在考虑全方位覆盖桥梁底部时的难度也不同,如桥梁截面为一对紧临拼接的钢梁时,整体桥梁宽度较大,在横桥向上需要移动幅度大,且对应位于一对钢梁底部的一对桥墩,阻挡宽度也很大,若利用传统技术中在横桥向两侧分别向下设置检修车,检修车的上端利用设置在桥面边缘处的行走轨道带动沿纵桥向移动的形式,不仅不方便对桥梁中线附近区域进行检修,且无法过墩,在过墩时需要频繁的上下或调整检修车姿态,整体检修成本高、占用空间大、安全风险也高,目前对于这种截面形式的大跨径桥梁所存在的检修范围大、检修难度大的问题还未有良好的解决方案。In order to ensure the use effect of steel structure bridges and prolong the service life of bridges, it is necessary to design a device or equipment to assist the inspection and maintenance of steel structure bridges. The device or equipment should have the characteristics of simple operation, high safety factor and good stability. The device or equipment does not affect driving under the bridge or navigation under the bridge when it is working. The working range of the device or equipment can cover the steel girder bottom plate, web plate and flange area, so as to ensure bridge maintenance in an all-round way. For different bridge section forms, the difficulty of covering the bottom of the bridge in all directions is also different. For example, when the bridge section is a pair of steel girders close to splicing, the overall bridge width is relatively large, and a large range of movement is required in the upward direction of the cross bridge, and Corresponding to a pair of bridge piers at the bottom of a pair of steel girders, the blocking width is also very large. If the traditional technology is used to install maintenance vehicles downward on both sides of the cross bridge, the upper end of the maintenance vehicle uses the walking track set at the edge of the bridge deck. The form of moving along the longitudinal bridge is not only inconvenient for maintenance in the area near the center line of the bridge, but also unable to pass the pier. When passing the pier, it needs to frequently go up and down or adjust the posture of the maintenance vehicle. The overall maintenance cost is high, the space is large, and the safety risk It is also high. At present, there is no good solution to the problems of large maintenance range and difficult maintenance of long-span bridges with this cross-section form.
发明内容Contents of the invention
本发明的一个目的是解决至少上述问题,并提供至少后面将说明的优点。It is an object of the present invention to solve at least the above-mentioned problems and to provide at least the advantages which will be described later.
本发明还有一个目的是提供一种过墩式检修车及其工作方法,以解决针对现有宽幅大的钢结构桥梁检修覆盖范围不到位、检修效率低的技术问题。Another object of the present invention is to provide a pier-passing maintenance vehicle and its working method, so as to solve the technical problems of insufficient maintenance coverage and low maintenance efficiency for existing wide and large steel structure bridges.
为了实现根据本发明的这些目的和其它优点,提供了一种过墩式检修车,包括:In order to achieve these objects and other advantages according to the present invention, a pier-passing maintenance vehicle is provided, comprising:
纵移轨道系统,其包括一对内梁底轨道、一对外梁底轨道和连接底座,内梁底轨道沿纵桥向对称设置在钢梁的底板的底部,外梁底轨道沿纵桥向对称设置在钢梁的翼板的底部,内梁底轨道、外梁底轨道分别通过连接底座与钢梁固定连接;Vertical moving track system, which includes a pair of inner beam bottom tracks, a pair of outer beam bottom tracks and connecting bases, the inner beam bottom tracks are arranged symmetrically at the bottom of the steel girder floor along the longitudinal bridge direction, and the outer beam bottom tracks are symmetrically arranged along the longitudinal bridge direction It is arranged at the bottom of the wing plate of the steel beam, and the bottom track of the inner beam and the bottom track of the outer beam are respectively fixedly connected with the steel beam through the connection base;
横移轨道系统,其包括在每跨钢梁的底部分别沿横桥向设置的横移轨架,横移轨架的长度略大于桥面的最大宽度,横移轨架的两端分别向上连接有吊杆,吊杆悬挂在对应侧的外纵移轨道上且与外纵移轨道滑动连接,横移轨架靠近中部的位置对称设置有横移行走系统,通过横移行走系统连接在对应位置的内梁底轨道上并能沿内梁底轨道的延伸方向移动,横移轨架的底部设置有行走设备,行走设备包括能沿横移轨架的长度方向转动的行走轮组和驱动行走轮组运动的驱动电机;Traversing track system, which includes traversing rails arranged along the direction of the bridge at the bottom of each steel girder. The length of the traversing rails is slightly greater than the maximum width of the bridge deck, and the two ends of the traversing rails are respectively connected upwards. There are suspenders, the suspenders are suspended on the outer longitudinal track on the corresponding side and are slidingly connected with the outer longitudinal track, and the position near the middle of the traversing rail frame is symmetrically equipped with a traversing walking system, which is connected to the corresponding position through the traversing walking system The bottom track of the inner beam can move along the extension direction of the bottom track of the inner beam. The bottom of the traversing rail frame is provided with traveling equipment. The walking equipment includes a walking wheel set and a driving wheel that can rotate along the length direction of the traversing rail frame. Drive motor for group movement;
过墩悬挂系统,其包括设置在横桥向上相邻两个桥墩之间的过墩平台,过墩平台顶部两端悬挂支撑在两个钢梁位于桥墩处相邻的两侧翼板的底部,过墩平台上沿纵桥向设置有过墩轨道;The pier suspension system includes a pier platform arranged between two adjacent piers in the upward direction of the transverse bridge. The pier platform is provided with a pier-passing track along the longitudinal bridge direction;
吊篮行走系统,其包括吊篮、升降平台,吊篮的顶部悬挂在行走轮组的底部且在行走轮组的底部设置有用于脱离悬挂的高度空间,吊篮上设置有发电机、电控柜,电控柜与发电机电连接,升降平台设置在吊篮内,吊篮的底部向下设置有竖向千斤顶,吊篮的底部对应过墩轨道设置有行走脚轮,行走脚轮、横移行走系统、驱动电机与电控柜电连接,过墩轨道的两端分别超出桥墩的长度大于吊篮在纵桥向上的长度;The hanging basket walking system includes a hanging basket and a lifting platform. The top of the hanging basket is suspended on the bottom of the walking wheel set and a height space for detaching from the suspension is provided at the bottom of the walking wheel set. The hanging basket is equipped with a generator, an electric control Cabinet, electric control cabinet is electrically connected with the generator, the lifting platform is set in the hanging basket, the bottom of the hanging basket is provided with a vertical jack downwards, and the bottom of the hanging basket is equipped with walking casters corresponding to the pier track, walking casters, and traversing walking system , The driving motor is electrically connected to the electric control cabinet, and the lengths of the two ends of the pier-crossing track beyond the pier are greater than the length of the hanging basket upwards on the longitudinal bridge;
上下桥通道,其设置在在钢梁的上端外侧且下端向下延伸至所述横移轨架的端部顶面。The upper and lower bridge channels are arranged outside the upper end of the steel girder and the lower end extends downward to the end top surface of the traverse rail frame.
优选的是,所述横移轨架包括一对平行设置的横挂杆,一对横挂杆之间连接有多个支撑架杆,相邻的支撑架杆之间隔出供所述升降平台上下穿过的平面空间,位于横挂杆端部的支撑架杆包括一对间隔设置的纵杆,纵杆的端部与所述横挂杆的内侧固定连接,一对纵杆之间间隔连接有多个横隔杆。Preferably, the traversing rail frame includes a pair of horizontal hanging rods arranged in parallel, and a plurality of supporting frame rods are connected between the pair of horizontal hanging rods. Through the plane space, the support frame rod at the end of the horizontal hanging rod includes a pair of longitudinal rods arranged at intervals. Multiple spacers.
优选的是,所述上下桥通道包括沿纵桥向间隔设置的竖杆,相邻的竖杆之间分别间隔连接有水平设置的连接杆,在竖杆远离钢梁的一面连接有爬梯,在竖杆面向钢梁的一面连接有水平设置的中杆,中杆的另一端与所述吊杆连接,每个竖杆的底部与一个所述横隔杆的上表面固定连接,在所述横移轨架的端部上表面对应爬梯的下方设置有对接平台。Preferably, the upper and lower bridge passages include vertical bars arranged at intervals along the longitudinal bridge direction, adjacent vertical bars are respectively connected with horizontally arranged connecting bars at intervals, and a ladder is connected to the side of the vertical bars away from the steel beam. The side of the vertical bar facing the steel beam is connected with a horizontally arranged middle bar, the other end of the middle bar is connected with the suspender, and the bottom of each vertical bar is fixedly connected with the upper surface of one of the transverse spacers. The upper surface of the end of the rail shifting frame is provided with a docking platform corresponding to the bottom of the ladder.
优选的是,所述过墩平台包括沿纵桥向且相对设置的两排竖挂杆,每排竖挂杆的顶部连接在对应侧的钢梁翼板的底部,每排竖挂杆上连接有多个侧杆,每侧的多个侧杆整体连成等腰三角形架,两个等腰三角形架的底部之间、两排竖挂杆的底部之间共同连接有水平设置的过墩底板,所述过墩轨道固定在过墩底板的上表面,所述过墩轨道的两端分别超出对应端最外侧的所述竖挂杆的长度大于所述吊篮在纵桥向上的长度,所述竖挂杆的外侧与对应侧的钢梁的腹板之间连接有调节丝杆。Preferably, the pier platform includes two rows of vertical hanging rods arranged oppositely along the longitudinal direction of the bridge, the top of each row of vertical hanging rods is connected to the bottom of the steel beam flange on the corresponding side, and the top of each row of vertical hanging rods is connected There are multiple side bars, and the multiple side bars on each side are integrally connected to form an isosceles triangle frame. The bottoms of the two isosceles triangle frames and the bottoms of the two rows of vertical hanging bars are jointly connected with a horizontal pier bottom plate. , the pier-passing track is fixed on the upper surface of the pier-passing bottom plate, and the lengths of the two ends of the pier-passing track respectively exceeding the outermost vertical hanging rods of the corresponding ends are greater than the length of the hanging basket upward on the longitudinal bridge, so An adjusting screw is connected between the outer side of the vertical hanging rod and the web of the steel beam on the corresponding side.
优选的是,每个所述横移轨架上的所述行走轮组包括:Preferably, the traveling wheel sets on each of the traversing rails include:
滚轮组,其对应所述吊篮的顶角对称设置四组,所述横挂杆的截面为竖向设置的工字形结构,每组滚轮组滑动设置在所述横挂杆的下侧翼板的两端;Four sets of rollers are arranged symmetrically corresponding to the top angles of the hanging basket. The cross-section of the horizontal hanging rod is an I-shaped structure arranged vertically. both ends;
C形件,其开口方向向上设置,包括位于两端的一对竖板和连接在一对竖板之间的吊篮挂杆,每组滚轮组对应集成设置在一个C形件上,每组滚轮组中位于同侧的所有滚轮通过轴承连接在同一块竖板上,所述驱动电机固定在其中一块竖板的外侧且输出端用于驱动对应侧的所有滚轮转动,在吊篮挂杆的上方与所述横挂杆的底部之间间隔出所述高度空间;The C-shaped piece, whose opening direction is set upwards, includes a pair of vertical plates at both ends and a hanging basket hanging rod connected between the pair of vertical plates. Each set of rollers is correspondingly integrated on a C-shaped piece. Each set of rollers All the rollers on the same side in the group are connected to the same vertical plate through bearings, the drive motor is fixed on the outside of one of the vertical plates and the output end is used to drive all the rollers on the corresponding side to rotate, above the hanging rod of the hanging basket The height space is separated from the bottom of the horizontal hanging rod;
所述吊篮的每个顶角处对应C形件分别向上设置有挂钩,挂钩穿过所述高度空间挂在吊篮挂杆上且设置有挂钩锁。Each top corner of the hanging basket is provided with a hook corresponding to the C-shaped piece upwards, and the hook passes through the height space and is hung on the hanging basket hanging rod and is provided with a hook lock.
本发明还提供一种过墩式检修车的工作方法,包括如下步骤:The present invention also provides a working method of a pier-passing overhaul vehicle, which includes the following steps:
S1:钢梁施工前同步安装所述纵移轨道与所述过墩平台,钢梁施工完成后安装所述横移轨架和所述横移行走系统;S1: synchronously install the longitudinal moving track and the pier passing platform before the construction of the steel beam, and install the horizontal moving rail frame and the horizontal moving walking system after the steel beam construction is completed;
S2:组拼所述吊篮行走系统,将所述行走设备、所述吊篮安装连接在所述横移轨架靠近所述上下桥通道的一端底部;S2: Assembling the hanging basket walking system, installing and connecting the walking equipment and the hanging basket on the bottom of one end of the traverse rail frame close to the upper and lower bridge passages;
S3:检修工人通过所述上下桥通道进入所述吊篮内,启动所述发电机、开启所述控制柜给线路输电,控制所述行走设备带着所述吊篮在所述横移轨架上移动,启动所述横移行走系统,带着所述横移轨架沿所述纵移轨道系统纵移,通过控制所述升降平台的上升与下降,使得检修作业能覆盖到钢梁翼缘处;S3: Maintenance workers enter the hanging basket through the upper and lower bridge passages, start the generator, open the control cabinet to transmit power to the line, and control the walking equipment to carry the hanging basket on the traversing rail frame Moving up, starting the traversing walking system, and moving the traversing rail frame along the longitudinal moving track system, and controlling the rise and fall of the lifting platform, so that the maintenance work can cover the flange of the steel beam;
S4:所述吊篮纵移至所述过墩平台的范围内,起顶所述竖向千斤顶,使所述吊篮的顶部脱离与所述行走轮组的悬挂,操作所述行走设备离开所述吊篮的顶部所在的平面位置,所述竖向千斤顶缓慢回油,所述吊篮的所述行走脚轮缓慢落于所述过墩轨道上,通过所述控制柜操控所述行走脚轮使得所述吊篮沿所述过墩轨道缓慢移动,从而实现过墩;S4: The hanging basket moves longitudinally to the range of the pier-passing platform, lifts the vertical jack, makes the top of the hanging basket break away from the suspension of the walking wheel set, and operates the walking equipment to leave the The top of the hanging basket is at the plane position, the vertical jack slowly returns oil, the walking casters of the hanging basket slowly fall on the pier rail, and the walking casters are controlled by the control cabinet so that all The hanging basket moves slowly along the pier passing track, so as to realize pier passing;
S5:所述吊篮车过墩后,起顶所述竖向千斤顶,操作下一个所述横移轨架上的所述行走设备靠近所述吊篮移动,直至所述吊篮的顶部进入所述高度空间,竖向千斤顶缓慢回油,使所述吊篮悬挂于下一跨的横移轨架上的所述行动轮组上,开始下一跨的检修工作。S5: After the gondola trolley passes the pier, lift the vertical jack, and operate the walking equipment on the next traverse rail frame to move close to the gondola until the top of the gondola enters the gondola The above-mentioned height space, the vertical jack slowly returns the oil, makes the hanging basket hang on the described action wheel set on the traverse rail frame of the next span, and starts the maintenance work of the next span.
本发明至少包括以下有益效果:本发明的过墩式检修车通过在钢梁每跨的底部设置纵移轨道,在纵移轨道下设置横移轨架,再将吊篮连接在滑移轨架下,吊篮内设置有可改变施工高度的升降平台,检修人员随吊篮移动,在相邻的两跨钢梁间通过过墩平台进行对接过墩,实现对钢梁底部检修范围的全方位覆盖,通过设置的过墩式检修车,检修人员可随时移动位置,安全、快速、高效地进入作业位置进行流动检测或维修作业,工作时也不影响交通,采用吊篮悬挂行走的方式,设备轻巧,安装和操作便捷、兼具移动方便,制造简单的优点,施工及检修维护成本低。The present invention at least includes the following beneficial effects: the pier-passing maintenance vehicle of the present invention sets a longitudinal moving track at the bottom of each span of the steel beam, sets a transverse moving rail frame under the longitudinal moving track, and then connects the hanging basket to the sliding rail frame Next, the hanging platform is equipped with a lifting platform that can change the construction height. The maintenance personnel move with the hanging platform, and connect and pass the pier between the adjacent two-span steel beams through the pier platform, so as to realize the comprehensive inspection range of the bottom of the steel beam. Coverage, through the pier-passing maintenance vehicle, the maintenance personnel can move the position at any time, and enter the working position safely, quickly and efficiently for flow detection or maintenance operations, without affecting the traffic during work. The hanging basket is used to hang and walk. Lightweight, easy to install and operate, easy to move, simple to manufacture, and low in construction and maintenance costs.
本发明的其它优点、目标和特征将部分通过下面的说明体现,部分还将通过对本发明的研究和实践而为本领域的技术人员所理解。Other advantages, objectives and features of the present invention will partly be embodied through the following descriptions, and partly will be understood by those skilled in the art through the research and practice of the present invention.
附图说明Description of drawings
图1为本发明的过墩检修车安装在钢梁底部的主视结构图;Fig. 1 is the front structural view of the pier overhaul vehicle of the present invention installed on the bottom of the steel beam;
图2为本发明的过墩检修车安装在钢梁底部的侧视结构图;Fig. 2 is a side view structure diagram of the pier overhaul vehicle of the present invention installed at the bottom of the steel beam;
图3为本发明的过墩平台的侧视结构图;Fig. 3 is the side view structure diagram of the pier platform of the present invention;
图4为本发明的横移轨架的俯视结构图;Fig. 4 is the top structural view of the traversing rail frame of the present invention;
说明书附图标记:1、钢梁,2、桥墩,3、内梁底轨道,4、外梁底轨道,5、连接底座,6、横移轨架,7、吊杆,8、行走设备,9、行走轮组,10、驱动电机,11、过墩平台,12、过墩轨道,13、吊篮,14、升降平台,15、发电机,16、电控柜,17、竖向千斤顶,18、行走脚轮,19、上下桥通道,20、横挂杆,21、支撑架杆,22、纵杆,23、横隔杆,24、竖杆,25、爬梯,26、中杆,27、对接平台,28、竖挂杆,29、侧杆,30、过墩底板,31、调节丝杆,32、滚轮,33、竖板,34、吊篮挂杆,35、挂钩。Reference signs in the manual: 1. Steel beam, 2. Bridge pier, 3. Bottom track of inner beam, 4. Bottom track of outer beam, 5. Connection base, 6. Traversing rail frame, 7. Suspension rod, 8. Traveling equipment, 9. Walking wheel set, 10. Drive motor, 11. Pier-passing platform, 12. Pier-passing track, 13. Hanging basket, 14. Lifting platform, 15. Generator, 16. Electric control cabinet, 17. Vertical jack, 18, walking casters, 19, upper and lower bridge passages, 20, horizontal hanging rods, 21, support frame rods, 22, vertical rods, 23, transverse partition rods, 24, vertical rods, 25, climbing ladders, 26, middle rods, 27, Docking platform, 28, vertical hanging rod, 29, side rod, 30, pier bottom plate, 31, adjusting screw mandrel, 32, roller, 33, vertical plate, 34, hanging basket hanging rod, 35, hook.
具体实施方式Detailed ways
下面结合附图对本发明做进一步的详细说明,以令本领域技术人员参照说明书文字能够据以实施。The present invention will be further described in detail below in conjunction with the accompanying drawings, so that those skilled in the art can implement it with reference to the description.
需要说明的是,下述实施方案中所述实验方法,如无特殊说明,均为常规方法,所述试剂和材料,如无特殊说明,均可从商业途径获得;在本发明的描述中,术语“横向”、“纵向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,并不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。It should be noted that the experimental methods described in the following embodiments, unless otherwise specified, are conventional methods, and the reagents and materials, if not otherwise specified, can be obtained from commercial sources; in the description of the present invention, The terms "landscape", "portrait", "top", "bottom", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", The orientation or positional relationship indicated by "inner", "outer", etc. is based on the orientation or positional relationship shown in the drawings, which is only for the convenience of describing the present invention and simplifying the description, and does not indicate or imply that the referred device or element must have Certain orientations, constructed and operative in certain orientations, therefore are not to be construed as limitations on the invention.
如图1-3所示,本发明提供一种过墩式检修车,包括:As shown in Figures 1-3, the present invention provides a pier-passing maintenance vehicle, including:
纵移轨道系统,其包括一对内梁底轨道3、一对外梁底轨道4和连接底座5,内梁底轨道3沿纵桥向对称设置在钢梁1的底板的底部,外梁底轨道4沿纵桥向对称设置在钢梁1的翼板的底部,内梁底轨道3、外梁底轨道4分别通过连接底座5与钢梁1固定连接;The longitudinal track system includes a pair of inner girder bottom rails 3, a pair of outer girder bottom rails 4 and a connecting base 5, the inner girder bottom rails 3 are arranged symmetrically on the bottom of the steel girder 1 floor along the longitudinal bridge direction, and the outer girder bottom rails 4 symmetrically arranged at the bottom of the wing plate of the steel beam 1 along the longitudinal bridge direction, the inner beam
横移轨道系统,其包括在每跨钢梁1的底部分别沿横桥向设置的横移轨架6,横移轨架6的长度略大于桥面的最大宽度,横移轨架6的两端分别向上连接有吊杆7,吊杆7悬挂在对应侧的外纵移轨道上且与外纵移轨道滑动连接,横移轨架6靠近中部的位置对称设置有横移行走系统,通过横移行走系统连接在对应位置的内梁底轨道3上并能沿内梁底轨道3的延伸方向移动,横移轨架6的底部设置有行走设备8,行走设备8包括能沿横移轨架6的长度方向转动的行走轮组9和驱动行走轮组9运动的驱动电机10;The traversing track system includes traversing
过墩悬挂系统,其包括设置在横桥向上相邻两个桥墩2之间的过墩平台11,过墩平台11顶部两端悬挂支撑在两个钢梁1位于桥墩2处相邻的两侧翼板的底部,过墩平台11上沿纵桥向设置有过墩轨道12;The suspension system through the pier, which includes the
吊篮13行走系统,其包括吊篮13、升降平台14,吊篮13的顶部悬挂在行走轮组9的底部且在行走轮组9的底部设置有用于脱离悬挂的高度空间,吊篮13上设置有发电机15、电控柜16,电控柜16与发电机15电连接,升降平台14设置在吊篮13内,吊篮13的底部向下设置有竖向千斤顶17,吊篮13的底部对应过墩轨道12设置有行走脚轮18,行走脚轮18、横移行走系统、驱动电机10与电控柜16电连接,过墩轨道12的两端分别超出桥墩2的长度大于吊篮13在纵桥向上的长度;Hanging
上下桥通道19,其设置在在钢梁1的上端外侧且下端向下延伸至所述横移轨架6的端部顶面。The upper and
纵移轨道、横移轨架6、吊篮13、上下桥通道19等主要采用型钢制作,容易与钢梁1连接,且结构强度高、重量轻,吊篮13的外形尺寸需满足过墩需求,高度略高于正常人高度,起到封闭防护效果,而过墩平台11上过墩轨道12所在高度则略低于吊篮13悬挂在横移轨架6上后最低处的所在高度,且长度延伸至桥墩2前后至少一个吊篮13身位,便于接收吊篮13,升降平台14的最大设计高度需至钢梁1翼缘处,以便检修车能对钢梁1检修实现全覆盖的效果,吊篮13内采用便携式发电机15供电,为吊篮13的纵移、横移及升降平台14的工作提供动力,通过电控柜16控制整个装置的电路,横移行走系统、驱动电机10外设电源入口,便于与发电机15线路连接,便携式发电机15与电控柜16的设置使得整个结构体系不需外接电路,解决了桥面布线的难题。The vertical moving track, the horizontal moving
横移轨架6通过横移行走系统实现沿纵移轨道在纵桥向上移动,吊篮13通过设置的行走设备8沿横移轨架6在横桥向上移动,检修人员站在升降平台14上可上下移动,检修人员通过上下桥通道19从桥面下行至横移轨架6处,通过吊篮13内的升降平台14进行对接,在过墩时,通过将吊篮13移动至过墩平台11上方,通过竖向千斤顶17顶起整个吊篮13,脱离与行走设备8的悬挂连接,解除与横移轨架6之间的悬挂连接,再使竖向千斤顶17回油下落,直至吊篮13完全落在过墩轨道12上,沿过墩轨道12行走至另一端,从而实现过墩,到下一跨横移轨架6靠近后重新悬挂连接。The traversing
本发明的过墩式检修车通过在钢梁1每跨的底部设置纵移轨道,在纵移轨道下设置横移轨架6,再将吊篮13连接在滑移轨架下,吊篮13内设置有可改变施工高度的升降平台14,检修人员随吊篮13移动,在相邻的两跨钢梁1间通过过墩平台11进行对接过墩,实现对钢梁1底部检修范围的全方位覆盖,通过设置的过墩式检修车,检修人员可随时移动位置,安全、快速、高效地进入作业位置进行流动检测或维修作业,工作时也不影响交通,采用吊篮13悬挂行走的方式,设备轻巧,安装和操作便捷、兼具移动方便,制造简单的优点,施工及检修维护成本低。The pier-passing maintenance vehicle of the present invention is provided with a vertical moving track at the bottom of each span of the steel beam 1, and a horizontal moving
在另一种技术方案中,如图4所示,所述横移轨架6包括一对平行设置的横挂杆20,一对横挂杆20之间连接有多个支撑架杆21,相邻的支撑架杆21之间隔出供所述升降平台14上下穿过的平面空间,位于横挂杆20端部的支撑架杆21包括一对间隔设置的纵杆22,纵杆22的端部与所述横挂杆20的内侧固定连接,一对纵杆22之间间隔连接有多个横隔杆23。In another technical solution, as shown in FIG. 4 , the
通过将横移轨架6设置为框架结构形式,减轻结构重量,便于沿纵移轨道移动,同时,设置的间隔尺寸接近吊篮13的长宽,便于检修工人通过相邻支撑架杆21间的平面空间上下检修施工,对于设置在端部的两个支撑架杆21,采用双纵杆22的形式,并设置横隔杆23,加强端部的结构连接强度。By setting the traversing
在另一种技术方案中,如图1所示,所述上下桥通道19包括沿纵桥向间隔设置的竖杆24,相邻的竖杆24之间分别间隔连接有水平设置的连接杆,在竖杆24远离钢梁1的一面连接有爬梯25,在竖杆24面向钢梁1的一面连接有水平设置的中杆26,中杆26的另一端与所述吊杆7连接,每个竖杆24的底部与一个所述横隔杆23的上表面固定连接,在所述横移轨架6的端部上表面对应爬梯25的下方设置有对接平台27。In another technical solution, as shown in FIG. 1 , the upper and
上下桥通道19外设于钢梁1外侧边缘,连接在横移轨架6上,随横移轨架6同步移动,上下桥通道19底部正好与横隔杆23位于同一竖向进行固定连接、侧向与吊杆7连接,对接平台27便于站立,从桥面边依次经过爬梯25、对接平台27、中杆26下方与横移轨架6之间的空间、端部的一对支撑架杆21、升降平台14进入吊篮13内。The upper and
在另一种技术方案中,如图1、图3所示,所述过墩平台11包括沿纵桥向且相对设置的两排竖挂杆28,每排竖挂杆28的顶部连接在对应侧的钢梁1翼板的底部,每排竖挂杆28上连接有多个侧杆29,每侧的多个侧杆29整体连成等腰三角形架,两个等腰三角形架的底部之间、两排竖挂杆28的底部之间共同连接有水平设置的过墩底板30,所述过墩轨道12固定在过墩底板30的上表面,所述过墩轨道12的两端分别超出对应端最外侧的所述竖挂杆28的长度大于所述吊篮13在纵桥向上的长度,所述竖挂杆28的外侧与对应侧的钢梁1的腹板之间连接有调节丝杆31。In another technical solution, as shown in Fig. 1 and Fig. 3, the
过墩平台11两侧的侧杆29与竖挂杆28连接成等腰三角形的桁架结构形式,主要通过悬挂在钢梁1翼板下支撑受力,两侧通过与钢梁1腹板支撑连接,并根据相邻钢梁1腹板的间距调整调节丝杆31的长度,保证过墩平台11结构连接的稳固性,调节丝杆31一般可包括一个滚珠丝杠和一对丝杠螺母,丝杠螺母套设传动连接座滚珠丝杠上,两个丝杠螺母外分别套设一个支撑套管,通过两端的支撑套管分别与钢梁1腹板、竖挂杆28连接。The
在另一种技术方案中,如图2所示,每个所述横移轨架6上的所述行走轮组9包括:In another technical solution, as shown in FIG. 2 , the traveling
滚轮32组,其对应所述吊篮13的顶角对称设置四组,所述横挂杆20的截面为竖向设置的工字形结构,每组滚轮32组滑动设置在所述横挂杆20的下侧翼板的两端;32 groups of rollers, four groups are arranged symmetrically corresponding to the top angles of the hanging
C形件,其开口方向向上设置,包括位于两端的一对竖板33和连接在一对竖板33之间的吊篮挂杆34,每组滚轮32组对应集成设置在一个C形件上,每组滚轮32组中位于同侧的所有滚轮32通过轴承连接在同一块竖板33上,所述驱动电机10固定在其中一块竖板33的外侧且输出端用于驱动对应侧的所有滚轮32转动,在吊篮挂杆34的上方与所述横挂杆20的底部之间间隔出所述高度空间;The C-shaped piece, whose opening direction is set upwards, includes a pair of
所述吊篮13的每个顶角处对应C形件分别向上设置有挂钩35,挂钩35穿过所述高度空间挂在吊篮挂杆34上且设置有挂钩35锁。Each top corner of the hanging
横挂杆20为工字形结构,上侧的翼板、腹板的上半部分与支撑架杆21固定连接,腹板的下半部分与下侧的翼板形成倒T形的结构,便于滚轮32组的落位支撑,多个滚轮32中每个滚轮32同轴固定连接一个旋转齿轮,相邻的齿轮之间啮合一个传动齿轮,传动齿轮再通过与驱动电机10输出端设置的驱动齿轮啮合,从而实现驱动电机10同步驱动多个滚轮32转动,沿横挂杆20移动,旋转齿轮、传动齿轮、驱动齿轮分别通轴承安装在C形件的竖板33上,驱动电机10固定在竖板33上,竖板33底部之间固定连接且连接有吊篮挂杆34,其中一个具有较高强度的吊篮挂杆34用于与吊篮13的顶部进行活动连接,挂钩35支撑在吊篮挂杆34上后通过挂钩35锁锁定连接,在需要解除连接时,先解开挂钩35锁,再顶起吊篮13使挂钩35位置上升,离开吊篮挂杆34所在高度,平移吊篮挂杆34,再使挂钩35下降。The
本发明还提供一种过墩式检修车的工作方法,如图1-4所示,包括如下步骤:The present invention also provides a working method of the pier-passing maintenance vehicle, as shown in Figure 1-4, including the following steps:
S1:钢梁1施工前同步安装所述纵移轨道与所述过墩平台11,钢梁1施工完成后安装所述横移轨架6和所述横移行走系统。横移行走系统一般也为类似行走设备8设置驱动轮及电机或行走小车的形式,只需实现带动横移轨架6移动即可。S1: Before the construction of the steel beam 1, the longitudinal moving track and the
S2:组拼所述吊篮13行走系统,将所述行走设备8、所述吊篮13安装连接在所述横移轨架6靠近所述上下桥通道19的一端底部。S2: Assemble the walking system of the hanging
S3:检修工人通过所述上下桥通道19进入所述吊篮13内,启动所述发电机15、开启所述控制柜给线路输电,控制所述行走设备8带着所述吊篮13在所述横移轨架6上移动,启动所述横移行走系统,带着所述横移轨架6沿所述纵移轨道系统纵移,通过控制所述升降平台14的上升与下降,使得检修作业能覆盖到钢梁1翼缘处。S3: Maintenance workers enter the hanging
S4:所述吊篮13纵移至所述过墩平台11的范围内,起顶所述竖向千斤顶17,使所述吊篮13的顶部脱离与所述行走轮组9的悬挂,操作所述行走设备8离开所述吊篮13的顶部所在的平面位置,所述竖向千斤顶17缓慢回油,所述吊篮13的所述行走脚轮18缓慢落于所述过墩轨道12上,通过所述控制柜操控所述行走脚轮18使得所述吊篮13沿所述过墩轨道12缓慢移动,从而实现过墩。S4: The hanging
S5:所述吊篮13车过墩后,起顶所述竖向千斤顶17,操作下一个所述横移轨架6上的所述行走设备8靠近所述吊篮13移动,直至所述吊篮13的顶部进入所述高度空间,竖向千斤顶17缓慢回油,使所述吊篮13悬挂于下一跨的横移轨架6上的所述行动轮组上,开始下一跨的检修工作。S5: After the
根据钢梁1形态设计布置的过墩支撑结构纵移轨道、横移轨架6和过墩平台11,作为吊篮13的运动轨道,配合在吊篮13内设置升降平台14,可顺利过墩,实现对整个桥梁底面全方位检修范围的覆盖,在吊篮13内设置发电机15供电,在需要移动时,通过电控柜16控制线路通电及行走设备8的运行,利用钢梁1翼板及腹板处的空间设置引导检修工人上下的上下桥通道19,从而安全方便的进入吊篮13内,随横移轨架6、吊篮13平移,为检修工作提供了很大的便利,整个工作及结构设备的布置,占用空间小,不影响桥梁上下既有交通的通行。横移行走系统、升级平台、行走设备8中均可对应设置微处理器和通信连接的遥控器,进一步便于遥控远程控制。还可根据需要在不同跨的钢梁1底部分别设置吊篮13同时施工,提高检修效率。According to the design and layout of the steel beam 1, the vertical moving track of the pier supporting structure, the horizontal moving
尽管本发明的实施方案已公开如上,但其并不仅仅限于说明书和实施方式中所列运用,它完全可以被适用于各种适合本发明的领域,对于熟悉本领域的人员而言,可容易地实现另外的修改,因此在不背离权利要求及等同范围所限定的一般概念下,本发明并不限于特定的细节和这里示出与描述的图例。Although the embodiment of the present invention has been disclosed as above, it is not limited to the use listed in the specification and implementation, it can be applied to various fields suitable for the present invention, and it can be easily understood by those skilled in the art Therefore, the invention is not limited to the specific details and examples shown and described herein without departing from the general concept defined by the claims and their equivalents.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN117385773A (en) * | 2023-10-11 | 2024-01-12 | 西安公路研究院有限公司 | Bridge maintenance and reinforcement hanger and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000064600A (en) * | 1998-08-21 | 2000-02-29 | Yoneyama Kogyo Kk | Moving type suspended scaffolding device |
| KR20060116405A (en) * | 2005-05-10 | 2006-11-15 | 정하동 | Rail type bridge slab hanging scaffolding installation and dismantling method |
| CN202809486U (en) * | 2012-09-11 | 2013-03-20 | 成都市新筑路桥机械股份有限公司 | Tower passing overhaul system of suspension type bridge detection vehicle |
| US20130269125A1 (en) * | 2012-04-06 | 2013-10-17 | Nabil F. Grace | Continuous CFRP Decked Bulb T Beam Bridges For Accelerated Bridge Construction |
| CN104762881A (en) * | 2015-03-31 | 2015-07-08 | 中交二航局第四工程有限公司 | Method for transversely moving mobile formwork girder integrally |
| CN204753378U (en) * | 2015-07-23 | 2015-11-11 | 中铁第五勘察设计院集团有限公司 | Can cross mound formula bridge check -out set |
| CN111305063A (en) * | 2020-03-25 | 2020-06-19 | 杭州昂创科技有限公司 | Construction method of self-adaptive gradient movable type bridge maintenance hanging basket |
-
2023
- 2023-05-09 CN CN202310516239.3A patent/CN116427265B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000064600A (en) * | 1998-08-21 | 2000-02-29 | Yoneyama Kogyo Kk | Moving type suspended scaffolding device |
| KR20060116405A (en) * | 2005-05-10 | 2006-11-15 | 정하동 | Rail type bridge slab hanging scaffolding installation and dismantling method |
| US20130269125A1 (en) * | 2012-04-06 | 2013-10-17 | Nabil F. Grace | Continuous CFRP Decked Bulb T Beam Bridges For Accelerated Bridge Construction |
| CN202809486U (en) * | 2012-09-11 | 2013-03-20 | 成都市新筑路桥机械股份有限公司 | Tower passing overhaul system of suspension type bridge detection vehicle |
| CN104762881A (en) * | 2015-03-31 | 2015-07-08 | 中交二航局第四工程有限公司 | Method for transversely moving mobile formwork girder integrally |
| CN204753378U (en) * | 2015-07-23 | 2015-11-11 | 中铁第五勘察设计院集团有限公司 | Can cross mound formula bridge check -out set |
| CN111305063A (en) * | 2020-03-25 | 2020-06-19 | 杭州昂创科技有限公司 | Construction method of self-adaptive gradient movable type bridge maintenance hanging basket |
Non-Patent Citations (2)
| Title |
|---|
| 曹辉;刘新奇;李甜田;杨晓杰;: "伸缩旋转过墩式铝合金桥梁检查车的设计与分析", 铁道建筑, no. 03, 20 March 2017 (2017-03-20), pages 47 - 49 * |
| 李志强;王庆晖;: "悬挂式桥梁检修车供电方式选择――武汉沌口长江公路大桥应用实例", 中阿科技论坛(中英阿文), no. 01, 10 January 2020 (2020-01-10), pages 49 - 53 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117385773A (en) * | 2023-10-11 | 2024-01-12 | 西安公路研究院有限公司 | Bridge maintenance and reinforcement hanger and construction method |
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