CN115596463A - Arch frame installation device for repairing operated tunnel defects - Google Patents
Arch frame installation device for repairing operated tunnel defects Download PDFInfo
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- CN115596463A CN115596463A CN202211288500.0A CN202211288500A CN115596463A CN 115596463 A CN115596463 A CN 115596463A CN 202211288500 A CN202211288500 A CN 202211288500A CN 115596463 A CN115596463 A CN 115596463A
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D9/00—Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
- E21D9/12—Devices for removing or hauling away excavated material or spoil; Working or loading platforms
- E21D9/122—Working or loading platforms
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B61—RAILWAYS
- B61D—BODY DETAILS OR KINDS OF RAILWAY VEHICLES
- B61D3/00—Wagons or vans
- B61D3/16—Wagons or vans adapted for carrying special loads
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/14—Lining predominantly with metal
- E21D11/18—Arch members ; Network made of arch members ; Ring elements; Polygon elements; Polygon elements inside arches
- E21D11/183—Supporting means for arch members, not provided for in E21D11/22
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/40—Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
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Abstract
本发明提供了一种已运营隧道病害修复用拱架安装装置,包括轨道平板车、与设置于轨道平板车上的基体、沿隧道轮廓对称布置在基体上的多件承载平台以及分别设置于多件承载平台上的拱架抓举工装和拱架夹持工装。本发明所提供的一种已运营隧道病害修复用拱架安装装置,通过设置轨道平板车以满足其在隧道内进行位移,通过设置承载平台、拱架抓举工装和拱架夹持工装协同配合进行迈步动作完成接触线与建筑的绕避,将拱架抓举运输各安装位置,以实现供架安装。
The invention provides an arch installation device for repairing tunnel defects in operation, which includes a rail flat car, a base body arranged on the rail flat car, a multi-piece bearing platform symmetrically arranged on the base body along the tunnel contour, and a multi-piece bearing platform arranged respectively on the base body. Arch snatch tooling and arch clamping tooling on the platform. The present invention provides an arch installation device for repairing tunnel defects in operation. A rail flat car is provided to satisfy its displacement in the tunnel, and a carrying platform, arch snatch tooling and arch clamping tool are set to coordinate and move forward. The action completes the avoidance of the contact line and the building, and the arch frame is lifted and transported to each installation position to realize the installation of the support frame.
Description
技术领域technical field
本发明涉及隧道拱架安装设备领域,更具体地说,涉及一种已运营隧道病害修复用拱架安装装置。The invention relates to the field of tunnel arch installation equipment, and more specifically relates to an arch installation device for repairing tunnel defects in operation.
背景技术Background technique
随着我国铁路隧道总里程的不断增长,已运营铁路隧道病害也日益频繁,隧道衬砌结构开裂、掉块、网裂、渗漏水、冻胀等病害,这些病害已经严重威胁到列车的运行安全。With the continuous increase of the total mileage of railway tunnels in my country, the diseases of railway tunnels in operation are becoming more and more frequent, such as tunnel lining structure cracking, block loss, network cracking, water leakage, frost heaving and other diseases, which have seriously threatened the safety of train operation .
针对隧道结构病害问题,工务部门常采用简易的脚手架与机具进行维修,其中拱架安装是最关键与最耗时工序,目前采用人工和简易吊装工具、脚手架进行拱架的吊装拼接。其不仅施工安全无法保证,且劳动强度大、施工效率低、施工质量不高,施工进度慢且安全系数低。Aiming at the problem of tunnel structural diseases, the public works department often uses simple scaffolding and machinery for maintenance. Among them, the installation of arches is the most critical and time-consuming process. Currently, manual and simple hoisting tools and scaffolding are used for hoisting and splicing of arches. Not only the construction safety cannot be guaranteed, but also the labor intensity is high, the construction efficiency is low, the construction quality is not high, the construction progress is slow and the safety factor is low.
目前本技术领域内,为提高拱架安装效率效率,常采用隧道拱架台车进行安装,基本实现了半机械化,使得操作人员劳动强度大大降低,现有的隧道拱架安装结构利用机械手或其余吊具从地面抓取拱架,再合上抓手进行拱架举升到位。但现有的隧道拱架安装设备均为针对隧道施工阶段设计,未考虑已运营隧道病害修复中拱架安装工况。而已运营隧道病害修复作业由于其已运营性质,施工限制较多。主要包括以下几方面限制:At present, in this technical field, in order to improve the efficiency of arch installation, tunnel arch trolleys are often used for installation, which basically realizes semi-mechanization and greatly reduces the labor intensity of operators. The existing tunnel arch installation structure uses manipulators or other cranes The tool grabs the arch frame from the ground, and then closes the gripper to lift the arch frame into place. However, the existing tunnel arch installation equipment is designed for the tunnel construction stage, and does not take into account the arch installation conditions in the repair of tunnel defects in operation. Due to the nature of operating tunnels, there are many construction restrictions on repairing the defects of existing tunnels. It mainly includes the following restrictions:
1)可作业时间短,仅能在隧道运营天窗时间(4-6h)作业,扣除上、下线,施工准备等时间,实际可作业时间不到4小时,目前隧道病害修复中,因无合适机具,仍采用人工为主,简易工装为辅的操作模式,1.2m套衬的拱架安装需耗时7个天窗,10余人作业。因此对作业效率提出更高要求1) The working time is short, and it can only work during the tunnel operation skylight time (4-6h). After deducting the time for going on and off the assembly line and construction preparation, the actual working time is less than 4 hours. Currently, the tunnel is being repaired due to no suitable The machine tool still adopts the operation mode of manual work and simple tooling as the supplement. The installation of the arch frame with 1.2m bushing takes 7 skylights and more than 10 people to work. Therefore, higher requirements are placed on operating efficiency
2)隧道现有建筑限制,根据国标、规划与电气化等要求,目前已运营隧道顶部一般布置有接触网,隧道两侧布置有照明线、专用电缆与公网电缆,且由于受力要求,接触网悬挂上的接触线按之字形布置,施工时需对其进行绕避,否则设备装置与人员在作业时存在触电及毁坏线路风险。2) Existing building restrictions for tunnels. According to the requirements of national standards, planning and electrification, catenaries are generally arranged on the top of currently operating tunnels, and lighting lines, special cables and public network cables are arranged on both sides of the tunnel, and due to force requirements, contact The contact wires on the net suspension are arranged in a zigzag shape, and they need to be avoided during construction, otherwise there is a risk of electric shock and damage to the wires when the equipment and personnel are working.
3)运输限制,根据现有法规、制度要求,维修设备、机具只能通过符合要求的铁路机车输送,且机车行驶状态中搭载的维修设备、机具需满足GB1.46.1-2020《标准轨距铁路限界第1部分:机车车辆限界》要求,不得超出运输限制。3) Transportation restrictions. According to existing regulations and system requirements, maintenance equipment and machinery can only be transported by railway locomotives that meet the requirements, and the maintenance equipment and machinery carried on the locomotive must meet GB1.46.1-2020 "Standard Gauge Railway Gauge Part 1: Rolling Stock Gauge requires that the transportation limit shall not be exceeded.
因此,在上述限制条件下,如何提高已运营隧道病害修复时拱架安装效率和质量,降低劳动强度,同时,保证施工的安全,解决运输、接触线绕避、自动化安装问题,是目前本领域技术人员亟待解决的问题。Therefore, under the above-mentioned restrictive conditions, how to improve the efficiency and quality of arch installation during the repair of tunnel defects in operation, reduce labor intensity, and at the same time, ensure the safety of construction, and solve the problems of transportation, contact wire avoidance, and automatic installation, is currently an issue in this field. Problems that technicians need to solve urgently.
发明内容Contents of the invention
本发明提供了一种已运营隧道病害修复用拱架安装装置,包括轨道平板车、与设置于轨道平板车上的基体、沿隧道轮廓对称布置在基体上的多件承载平台以及分别设置于多件承载平台上的拱架抓举工装和拱架夹持工装。The invention provides an arch installation device for repairing tunnel defects in operation, which includes a rail flat car, a base body arranged on the rail flat car, a multi-piece bearing platform symmetrically arranged on the base body along the tunnel outline, and a multi-piece bearing platform arranged respectively Arch snatch tooling and arch clamping tooling on the platform.
可选的,所述承载平台为拱架安装装置的承载单元,且承载平台设有沿隧道接触线位置间隔对称布置的两组,每组设有沿隧道接触线至隧道壁方向间隔设置的两件;其中远离隧道接触线位置设置的两件承载平台上均连接有拱架抓举工装,以带动拱架抓举工装沿高度方向以及水平方向进行位移;其中靠近隧道接触线位置设置的两件承载平台上均连接有拱架夹持工装,以带动拱架夹持工装沿高度方向以及水平方向进行位移。Optionally, the bearing platform is the bearing unit of the arch installation device, and the bearing platform is provided with two groups arranged symmetrically at intervals along the tunnel contact line, and each group is provided with two groups arranged at intervals along the tunnel contact line to the tunnel wall. Among them, the two bearing platforms set far away from the tunnel contact line are connected with the arch snatch tooling to drive the arch snatch tooling to move along the height direction and the horizontal direction; among them, the two bearing platforms set close to the tunnel contact line The upper part is connected with the arch clamping tool, so as to drive the arch clamping tool to displace along the height direction and the horizontal direction.
可选的,所述的单件承载平台包括横移底座、升降机构和工作平台;所述横移底座包括主框架、底部安装座和剪叉滑移机构,主框架与拱架抓举工装或拱架夹持工装相连,底部安装座与基体相连,剪叉滑移机构连接主框架和底部安装座并对主框架和底部安装座之间水平方向的相对位置进行调节;所述升降机构的一端与底部安装座铰接,另一端与工作平台铰接,用于对底部安装座与工作平台之间沿高度方向的相对位置进行调节;所述工作平台与拱架抓举工装或拱架夹持工装相连。Optionally, the single-piece carrying platform includes a traversing base, a lifting mechanism and a working platform; the traversing base includes a main frame, a bottom mounting seat and a scissor sliding mechanism, and the main frame and the arch grab tooling or arch The frame clamping tooling is connected, the bottom mounting seat is connected with the base body, the scissors sliding mechanism connects the main frame and the bottom mounting seat and adjusts the relative position in the horizontal direction between the main frame and the bottom mounting seat; one end of the lifting mechanism is connected to the The bottom mounting seat is hinged, and the other end is hinged to the working platform, which is used to adjust the relative position between the bottom mounting seat and the working platform along the height direction; the working platform is connected with the arch snatch tooling or the arch clamping tooling.
可选的,所述的单件拱架抓举工装包括底座、拱架抓举臂、拱架托手和摆动缸;所述底座与承载平台相互连接,且底座上设有连接法兰座,连接法兰座同时与拱架抓举臂和滑移装置相连;所述摆动缸的一端与拱架抓举臂铰接,摆动缸的另一端与连接法兰座铰接,用于驱动拱架抓举臂相对于滑移装置进行摆动;所述拱架抓举臂的另一端与拱架托手相互连接,拱架安装于拱架托手上;所述滑移装置与底座滑动连接。Optionally, the single-piece arch snatch tooling includes a base, an arch snatch arm, an arch support and a swing cylinder; the base is connected to the bearing platform, and the base is provided with a connecting flange seat. The blue seat is connected with the arch grab arm and the sliding device at the same time; one end of the swing cylinder is hinged with the arch grab arm, and the other end of the swing cylinder is hinged with the connecting flange seat, which is used to drive the arch grab arm relative to the sliding The device swings; the other end of the snatch arm of the arch frame is connected with the support handle of the arch frame, and the arch frame is installed on the support handle of the arch frame; the sliding device is slidably connected with the base.
可选的,在拱架抓举臂上还设有卷扬机,卷扬机的钢丝绳与拱架进行连接。Optionally, a hoist is also provided on the snatch arm of the arch, and the wire rope of the hoist is connected with the arch.
可选的,所述拱架托手用于抓取拱架的部位设置为包括多个绕性托辊的结构,多个绕性托辊与拱架之间的滚动连接。Optionally, the portion of the arch support handle for grabbing the arch is configured to include a plurality of winding rollers, and the rolling connection between the plurality of winding rollers and the arch.
可选的,所述拱架抓举臂包括第一伸缩臂、第二伸缩臂和第三伸缩臂,第一伸缩臂、第二伸缩臂和第三伸缩臂相互连接形成相互之间具有一定角度的臂架结构;臂架结构的一端与安装法兰座铰接,通臂架结构的另一端与拱架托手连接。Optionally, the arch snatch arm includes a first telescopic arm, a second telescopic arm and a third telescopic arm, and the first telescopic arm, the second telescopic arm and the third telescopic arm are connected to each other to form Arm frame structure; one end of the arm frame structure is hinged with the mounting flange seat, and the other end of the arm frame structure is connected with the arch bracket.
可选的,所述拱架抓举工装还包括滑移装置和第一滑移轨道结构;在底座上设有若干螺纹轴式滚轮,若干螺纹轴式滚轮相互并列设置形成第一滑移轨道结构;滑移装置与第一滑移轨道结构上进行滑动连接。Optionally, the arch snatch tooling also includes a sliding device and a first sliding track structure; several threaded shaft rollers are arranged on the base, and several threaded shaft rollers are arranged side by side to form the first sliding track structure; The sliding device is slidably connected to the first sliding track structure.
可选的,所述的单件拱架夹持工装包括滑移支架、伸缩臂、拱架支撑和翻转油缸;所述滑移支架与承载平台相连,且滑移支架上设有滑移板;所述伸缩臂的一端与滑移板铰接,伸缩臂的另一端安装有拱架支撑;所述翻转油缸的一端与伸缩臂相互铰接,翻转油缸的另一端与滑移板相互铰接;拱架安装于拱架支撑上。Optionally, the single-piece arch clamping tooling includes a sliding bracket, a telescopic arm, an arch support and an overturning oil cylinder; the sliding bracket is connected to the bearing platform, and a sliding plate is provided on the sliding bracket; One end of the telescopic arm is hinged to the sliding plate, and the other end of the telescopic arm is supported by an arch; one end of the turning cylinder is hinged to the telescopic arm, and the other end of the turning cylinder is hinged to the sliding plate; the arch is installed on arch supports.
可选的,在滑移支架上还设有多个并列设置的滑移滚轮,多个滑移滚轮相互间隔设置形成第二滑移轨道结构,所述滑移板与第二滑移轨道结构可滑动连接。Optionally, a plurality of sliding rollers arranged side by side are also provided on the sliding bracket, and the plurality of sliding rollers are arranged at intervals to form a second sliding track structure, and the sliding plate and the second sliding track structure can be Swipe to connect.
与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:
(1)本发明所提供的一种已运营隧道病害修复用拱架安装装置,通过设置轨道平板车以满足其在隧道内进行位移,通过设置承载平台、拱架抓举工装和拱架夹持工装协同配合进行迈步动作完成接触线与建筑的绕避,将拱架抓举运输各安装位置,以实现供架安装。(1) An arch installation device for repairing tunnel defects in operation provided by the present invention, by setting a rail flat car to meet its displacement in the tunnel, by setting a bearing platform, an arch snatching tool, and an arch clamping tool to cooperate Cooperate with the stepping action to complete the avoidance of the contact line and the building, and transport the arch frame to each installation position to realize the installation of the support frame.
(2)本发明中通过将承载平台设置为可沿水平方向和高度方向位移的结构,使设置于承载平台上的拱架抓举工装和拱架夹持工装的作业范围可覆盖隧道轮廓断面,一次停车可完成多榀拱架完成,极大的拓宽了作业的工作范围,能够适用已运营隧道可作业时间短、隧道现有建筑、运输限制的工况,解决已运营隧道拱架安装装置运输、接触线绕避、自动化安装问题,满足运营隧道断面病害修复高效、高质立拱的需求。(2) In the present invention, by setting the load-bearing platform as a structure that can be displaced along the horizontal direction and the height direction, the working range of the arch snatch tooling and the arch clamping tooling arranged on the load-bearing platform can cover the tunnel profile section, once Parking can complete the completion of multiple arches, which greatly broadens the scope of work. It can be applied to the working conditions of the operating tunnels with short operating time, existing tunnel buildings, and transportation restrictions, and solve the problems of transportation, transportation, and Contact line avoidance and automatic installation problems meet the needs of efficient and high-quality vertical arches for the repair of section defects in operating tunnels.
除了上面所描述的目的、特征和优点之外,本发明还有其它的目的、特征和优点。下面将参照图,对本发明作进一步详细的说明。In addition to the objects, features and advantages described above, the present invention has other objects, features and advantages. Hereinafter, the present invention will be described in further detail with reference to the drawings.
附图说明Description of drawings
构成本申请的一部分的附图用来提供对本发明的进一步理解,本发明的示意性实施例及其说明用于解释本发明,并不构成对本发明的不当限定。在附图中:The accompanying drawings constituting a part of this application are used to provide further understanding of the present invention, and the schematic embodiments and descriptions of the present invention are used to explain the present invention, and do not constitute an improper limitation of the present invention. In the attached picture:
图1是本发明实施例中一种已运营隧道病害修复用拱架安装装置的整体结构示意图;Figure 1 is a schematic diagram of the overall structure of an arch installation device for repairing tunnel defects in operation in an embodiment of the present invention;
图2是图1中承载平台的轴测示意图;Fig. 2 is an axonometric schematic view of the bearing platform in Fig. 1;
图3是图2中承载平台底座的轴测示意图;Fig. 3 is a schematic axonometric view of the bearing platform base in Fig. 2;
图4是图1中拱架抓举工装的轴测示意图;Fig. 4 is the axonometric schematic diagram of the snatch tooling of the arch in Fig. 1;
图5是图1中拱架夹持工装的轴测示意图;Fig. 5 is an axonometric schematic view of the arch clamping tooling in Fig. 1;
图6是本发明实施例中一种已运营隧道病害修复用拱架安装装置在施工过程中的状态示意图。Fig. 6 is a schematic diagram of the construction process of an arch installation device for repairing defects of existing tunnels in an embodiment of the present invention.
其中:in:
1、拱架夹持工装,1.1、滑移支架,1.1.1、滑移滚轮,1.2、伸缩臂,1.3、拱架支撑,1.3.1、底板,1.4、翻转油缸;1. Arch clamping tooling, 1.1, sliding bracket, 1.1.1, sliding roller, 1.2, telescopic arm, 1.3, arch support, 1.3.1, bottom plate, 1.4, turning cylinder;
2、拱架抓举工装,2.1底座,2.1.1、螺纹轴式滚轮,2.2、拱架抓举臂,2.3、拱架托手,2.4、卷扬机,2.5、摆动缸,2.6、滑移装置;2. Arch snatch tooling, 2.1 base, 2.1.1, threaded shaft roller, 2.2, arch snatch arm, 2.3, arch support, 2.4, hoist, 2.5, swing cylinder, 2.6, sliding device;
3、承载平台,3.1、横移底座,3.1.1、主框架,3.1.2、安装座,3.1.3、剪叉滑移机构,3.2、升降机构,3.3、工作平台;3. Carrying platform, 3.1, traverse base, 3.1.1, main frame, 3.1.2, mounting seat, 3.1.3, scissors sliding mechanism, 3.2, lifting mechanism, 3.3, working platform;
4、基体,5、轨道平板车。4. Substrate, 5. Rail flat car.
具体实施方式detailed description
为使本发明的上述目的、特征和优点等能够更加明确易懂,下面结合附图对本发明的具体实施方式做详细的说明。需说明的是,本发明附图均采用简化的形式且均使用非精确比例,仅用以方便、清晰地辅助说明本发明实施;本发明中所提及的若干,并非限于附图实例中具体数量;本发明中所提及的‘前’‘中’‘后’‘左’‘右’‘上’‘下’‘顶部’‘底部’‘中部’等指示的方位或位置关系,均基于本发明附图所示的方位或位置关系,而不指示或暗示所指的装置或零部件必须具有特定的方位,亦不能理解为对本发明的限制。In order to make the above-mentioned purpose, features and advantages of the present invention clearer and easier to understand, the specific implementation manners of the present invention will be described in detail below in conjunction with the accompanying drawings. It should be noted that the drawings of the present invention are all in simplified form and use inaccurate proportions, which are only used to facilitate and clearly illustrate the implementation of the present invention; some mentioned in the present invention are not limited to the specific examples in the drawings. Quantity; the orientation or positional relationship indicated by the 'front', 'middle', 'back', 'left', 'right', 'upper', 'down', 'top', 'bottom' and 'middle' mentioned in the present invention are all based on this The orientation or positional relationship shown in the drawings of the invention does not indicate or imply that the device or component referred to must have a specific orientation, nor should it be construed as a limitation of the present invention.
本实施例:This example:
参见图1所示,一种已运营隧道病害修复用拱架安装装置,包括满足上路条件运输用的轨道平板车5、与设置于轨道平板车5上方的固定钩相互连接的基体4、沿隧道轮廓对称布置在基体4上的多件承载平台3以及分别设置于多件承载平台3上的拱架抓举工装2和拱架夹持工装1。此处优选:所述轨道平板车5为现有技术。As shown in Figure 1, an arch installation device for repairing tunnel defects in operation includes a rail
参见图2和图3所示,所述的单件承载平台3包括横移底座3.1、升降机构3.2和工作平台3.3;Referring to Fig. 2 and Fig. 3, the single-
所述横移底座3.1包括主框架3.1.1、底部安装座3.1.2和剪叉滑移机构3.1.3,主框架3.1.1与拱架抓举工装2或拱架夹持工装1相连,底部安装座3.1.2与基体4相连,剪叉滑移机构3.1.3连接主框架3.1.1和底部安装座3.1.2并对主框架3.1.1和底部安装座3.1.2之间水平方向的相对位置进行调节;The traversing base 3.1 includes a main frame 3.1.1, a bottom mounting seat 3.1.2 and a scissor sliding mechanism 3.1.3, the main frame 3.1.1 is connected with the
所述升降机构3.2的一端与底部安装座3.1.2铰接,升降机构3.2的另一端与工作平台3.3铰接,用于对底部安装座3.1.2与工作平台3.3之间沿高度方向的相对位置进行调节;One end of the lifting mechanism 3.2 is hinged to the bottom mounting base 3.1.2, and the other end of the lifting mechanism 3.2 is hinged to the working platform 3.3, which is used to adjust the relative position between the bottom mounting base 3.1.2 and the working platform 3.3 along the height direction. adjust;
所述工作平台3.3用于与拱架抓举工装2或拱架夹持工装1相连。The working platform 3.3 is used to connect with the
可选的,在底部安装座3.1.2上设有用于与剪叉滑移机构3.1.3滑动连接的第一滑槽,在主框架3.1.1上设有用于与剪叉滑移机构3.1.3滑动连接的第二滑槽;所述剪叉滑移机构3.1.3优选设置为液压驱动的剪叉滑移结构,通过调整剪叉滑移机构3.1.3的液压驱动行程,使得主框架3.1.1与底部安装座3.1.2发生沿水平方向的相对滑动。Optionally, a first chute for sliding connection with the scissors sliding mechanism 3.1.3 is provided on the bottom mounting base 3.1.2, and a first chute for sliding connection with the scissors sliding mechanism 3.1.3 is provided on the main frame 3.1.1. 3 the second chute for sliding connection; the scissors sliding mechanism 3.1.3 is preferably set as a hydraulically driven scissors sliding structure, and by adjusting the hydraulic drive stroke of the scissors sliding mechanism 3.1.3, the main frame 3.1 .1 Relative sliding along the horizontal direction occurs with the bottom mounting base 3.1.2.
可选的,所述升降机构3.2优选设置为液压驱动的剪叉式升降结构,通过驱动升降机构3.2的伸出或缩回,以调节底部安装座3.1.2与工作平台3.3之间沿高度方向的间距,从而以匹配作业面高度的需求。Optionally, the lifting mechanism 3.2 is preferably configured as a hydraulically driven scissor-type lifting structure. By driving the lifting mechanism 3.2 to protrude or retract, the height direction between the bottom mounting base 3.1.2 and the working platform 3.3 can be adjusted. to match the height of the working surface.
可选的,所述承载平台3为拱架安装装置的承载单元,根据隧道接触线位置间隔对称布置两组,每组设有沿隧道接触线至隧道壁方向间隔设置的两件,每件承载平台3通过其横移底座3.1的剪叉滑移机构3.1.3可拓宽覆盖范围适应不同拱架接口;其中远离隧道接触线位置设置的两件承载平台3(即最靠近隧道壁位置的两件承载平台3)的工作平台3.3上均连接有拱架抓举工装2,以带动拱架抓举工装2沿高度方向以及水平方向进行位移;其中靠近隧道接触线位置设置的两件承载平台3(即设置于最靠近隧道壁位置的两件承载平台3之间的两件承载平台3)的工作平台3.3上均连接有拱架夹持工装1,以带动拱架夹持工装1沿高度方向以及水平方向进行位移。Optionally, the
参见图4所示,所述的单件拱架抓举工装2包括底座2.1、拱架抓举臂2.2、拱架托手2.3、摆动缸2.5和滑移装置2.6;Referring to Fig. 4, the single-piece
所述底座2.1为拱架抓举工装1的主基体,底座2.1的一端焊接有安装法兰座;The base 2.1 is the main body of the
所述摆动缸2.5的一端与臂架结构相互铰接,摆动缸2.5的另一端与安装法兰座相互铰接;One end of the swing cylinder 2.5 is hinged to the boom structure, and the other end of the swing cylinder 2.5 is hinged to the mounting flange seat;
所述拱架抓举臂2.2为拱架抓举工装2的主执行机构,所述拱架抓举臂2.2包括第一伸缩臂、第二伸缩臂和第三伸缩臂,第一伸缩臂、第二伸缩臂和第三伸缩臂相互连接形成相互之间具有一定角度的臂架结构;臂架结构的一端与安装法兰座铰接,臂架结构的另一端通过安装板与拱架托手2.3连接,以使拱架托手2.3紧贴隧道壁,从而约束安放于拱架托手2.3上的拱架的晃动弧度,为拱架举升运输构建轨道空间。The arch snatch arm 2.2 is the main actuator of the
可选的,在拱架抓举臂2.2上还设有卷扬机2.4,卷扬机2.4的钢丝绳经拱架托手2.3与拱架进行连接,以约束牵引拱架的运输。Optionally, a hoist 2.4 is also provided on the snatch arm 2.2 of the arch, and the wire rope of the hoist 2.4 is connected to the arch through the arch support 2.3, so as to constrain the transportation of the traction arch.
可选的,所述拱架托手2.3用于与拱架相连的部位上设有可分别绕三个方向旋转的多个绕性托辊,通过多个绕性托辊与拱架之间的滚动连接,以提高拱架在牵引运输中的通过性。Optionally, the arch support handle 2.3 is provided with a plurality of winding rollers that can rotate in three directions respectively at the position connected to the arch, through the connection between the plurality of winding rollers and the arch Rolling connection to improve the passability of the arch in traction transportation.
除上述结构外,所述拱架抓举工装2还包括滑移装置2.6和第一滑移轨道结构;在底座2.1上设有若干螺纹轴式滚轮2.1.1,若干螺纹轴式滚轮2.1.1相互并列设置形成第一滑移轨道结构;滑移装置2.6与第一滑移轨道结构上进行滑动连接,以便于滑移装置2.6的齿轮齿条传动系统平稳、高效带动整个拱架抓举工装2在第一滑移轨道结构上进行滑动。In addition to the above structure, the
所述拱架抓举工装2为拱架的运输单元,将待运输拱架放置于拱架托手2.3内,利用卷扬机2.4完成牵引固定,在运输过程中通过调整拱架抓举臂2.2伸缩与摆动缸2.5转动协同并配合承载平台3升降进行迈步动作完成接触线与建筑的绕避,沿拱架托手2.3与隧道壁形成的轨道空间,将拱架抓举运输至隧道顶部,再利用滑移装置2.6运输至各安装位置。The
所述拱架抓举工装2的抓举动作具体如下:The snatch action of described
将运输拱架放置在拱架托手内,利用卷扬机的钢丝绳与拱架进行连接固定;Place the transport arch in the arch support, and use the wire rope of the hoist to connect and fix the arch;
动作a、卷扬机的回转收绳动作,将拱架沿拱架托手与隧道壁形成的轨道空间拖拽上升动作;Action a. The hoist’s slewing and rope-retracting action is to drag and lift the arch along the track space formed by the arch support and the tunnel wall;
动作b、由摆动缸驱动的拱架抓举臂的向上回转动作;Action b, the upward rotation action of the snatch arm of the arch frame driven by the swing cylinder;
动作c、拱架抓举臂内部油缸行程调整导致的抓举臂、拱架托手的伸缩动作;Action c. The telescoping action of the snatch arm and the arch holder caused by the stroke adjustment of the internal oil cylinder of the arch snatch arm;
动作d、承载平台的整体上升动作;Action d, the overall rising action of the carrying platform;
将动作a至动作d复合进行,完成拱架工装沿拱架托手与隧道壁形成的轨道空间上升,完成接触线与建筑的绕避,到达隧道顶部。Combining actions a to d, complete the rise of the arch tooling along the track space formed by the arch support and the tunnel wall, complete the avoidance of the contact line and the building, and reach the top of the tunnel.
参见图5所示,所述的单件拱架夹持工装1包括滑移支架1.1、伸缩臂1.2、拱架支撑1.3和翻转油缸1.4;Referring to Fig. 5, the single-piece
所述滑移支架1.1为拱架夹持工装1的主基体,滑移支架1.1与工作平台3.3相互连接,且滑移支架1.1上设有滑移板;The sliding bracket 1.1 is the main base of the
所述伸缩臂1.2的一端与滑移板铰接,伸缩臂1.2的另一端与拱架支撑1.3相连;One end of the telescopic arm 1.2 is hinged to the sliding plate, and the other end of the telescopic arm 1.2 is connected to the arch support 1.3;
所述翻转油缸1.4的一端与伸缩臂1.2相互铰接,翻转油缸1.4的另一端与滑移支架1.1相互铰接,以通过调节翻转油缸1.4的伸出或缩回驱动伸缩臂1.2绕滑移支架1.1进行翻转,实现伸缩壁1.2的收纳与展开;One end of the overturning cylinder 1.4 is hinged to the telescopic arm 1.2, and the other end of the overturning cylinder 1.4 is hinged to the sliding support 1.1 to drive the telescopic arm 1.2 around the sliding support 1.1 by adjusting the extension or retraction of the overturning cylinder 1.4. Turn over to realize the storage and expansion of the telescopic wall 1.2;
所述拱架支撑1.3用于对拱架进行限位托举,完成拱架的夹持以使拱架固定安装。The arch support 1.3 is used to limit and lift the arch, and complete the clamping of the arch so that the arch is fixedly installed.
可选的,在滑移支架1.1上还设有多个并列设置的滑移滚轮1.1.1,多个滑移滚轮1.1.1相互间隔设置形成第二滑移轨道结构,滑移板与第二滑移轨道结构可滑动连接,以实现伸缩臂1.2与滑移支架1.1之间的相对位置的可调。Optionally, a plurality of sliding rollers 1.1.1 arranged side by side are also provided on the sliding bracket 1.1, and the plurality of sliding rollers 1.1.1 are arranged at intervals to form a second sliding track structure, and the sliding plate and the second The sliding track structure can be slidably connected to realize the adjustment of the relative position between the telescopic arm 1.2 and the sliding bracket 1.1.
可选的,所述伸缩臂1.2为拱架夹持工装1的主执行机构,伸缩臂1.2包括内筒、外筒和伸缩油缸,内筒和外筒相互套设,伸缩油缸的一端与内筒相连,伸缩油缸的另一端与外筒相互,以使内筒和外筒在伸缩油缸的驱动下相互靠近或远离。Optionally, the telescopic arm 1.2 is the main actuator of the
参见图6所示,本发明所提供的一种已运营隧道病害修复用拱架安装装置的工作过程具体如下:Referring to Fig. 6, the working process of an arch installation device for repairing tunnel defects in operation provided by the present invention is as follows:
通过轨道平板车5运输到病害地点后,承载平台3调整横移底座3.1上剪叉滑移机构3.1.3行程将平台整体横移至与隧道轮廓匹配位置开始拱架作业;After being transported to the diseased site by the rail
拱架抓举工装2调整抓举臂2.2行程将待运输拱架置于拱架托手2.3内部,紧贴隧道壁,约束拱架晃动,为拱架举升运输构建轨道空间,调整卷扬机2.4钢丝绳经拱架托手2.3内空间与拱架进行连接,约束牵引拱架运输,在运输过程中通过调整拱架抓举臂2.2伸缩与摆动缸2.5转动协同并配合承载平台3升降进行迈步动作完成接触线与建筑的绕避,沿拱架托手2.3与隧道壁形成的轨道空间,将拱架抓举运输至隧道顶部,再利用滑移装置2.6运输达到安装位置;
再配合拱架夹持工装1升降将拱架夹持,完成拱架的安装固定作业。Cooperate with the
以上所述仅为本发明的优选实施例而已,并不用于限制本发明,对于本领域的技术人员来说,本发明可以有各种更改和变化。凡在本发明的精神和原则之内,所作的任何修改、等同替换、改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention, and are not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and changes. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included within the protection scope of the present invention.
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| CN217001871U (en) * | 2022-04-19 | 2022-07-19 | 中国铁建重工集团股份有限公司 | Operating tunnel disease repair operation platform |
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| CN115596478A (en) * | 2022-10-20 | 2023-01-13 | 中国铁建重工集团股份有限公司(Cn) | Operated tunnel disease is restoreed with chisel hair device |
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| CN116241284A (en) * | 2023-03-15 | 2023-06-09 | 山东庆宇路桥工程有限公司 | An arch installation device and installation method for tunnel construction |
| CN116464487A (en) * | 2023-05-12 | 2023-07-21 | 石家庄铁道大学 | Self-propelled railway tunnel support installation equipment |
| CN116464487B (en) * | 2023-05-12 | 2023-11-03 | 石家庄铁道大学 | Self-propelled railway tunnel support installation equipment |
| CN116557046A (en) * | 2023-05-31 | 2023-08-08 | 四川蓝海智能装备制造有限公司 | Side arch transport mechanism, arch assembly system and assembly method |
| CN116557007A (en) * | 2023-07-06 | 2023-08-08 | 中建铁路投资建设集团有限公司 | Tunnel arch frame installation device |
| CN116557007B (en) * | 2023-07-06 | 2023-09-05 | 中建铁路投资建设集团有限公司 | Tunnel arch frame installation device |
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