CN108952749A - A tunnel construction vehicle - Google Patents

A tunnel construction vehicle Download PDF

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Publication number
CN108952749A
CN108952749A CN201811042123.6A CN201811042123A CN108952749A CN 108952749 A CN108952749 A CN 108952749A CN 201811042123 A CN201811042123 A CN 201811042123A CN 108952749 A CN108952749 A CN 108952749A
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China
Prior art keywords
platform
lifting
main
frame
column
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Chinese (zh)
Inventor
马士伟
郑立宁
李鹏
蒋玄苇
刘永权
梁咏梅
邱燕
米生虎
巫晨笛
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China Construction Underground Space Co Ltd
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China Construction Underground Space Co Ltd
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Priority to CN201811042123.6A priority Critical patent/CN108952749A/en
Publication of CN108952749A publication Critical patent/CN108952749A/en
Pending legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/122Working or loading platforms
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/04Lining with building materials
    • E21D11/10Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
    • E21D11/105Transport or application of concrete specially adapted for the lining of tunnels or galleries ; Backfilling the space between main building element and the surrounding rock, e.g. with concrete
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D11/00Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
    • E21D11/40Devices or apparatus specially adapted for handling or placing units of linings or supporting units for tunnels or galleries
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/12Devices for removing or hauling away excavated material or spoil; Working or loading platforms
    • E21D9/126Loading devices or installations

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Civil Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明公开了一种隧道施工作业车,包括台车机架、主升降平台、顶升降平台、主平台升降系统、顶平台升降系统、行走驱动系统、主操控系统以及若干台钻机;主平台升降系统、顶平台升降系统均安装于台车机架上,主平台升降系统还与主升降平台连接以带动主升降平台上下移动,顶平台升降系统还与顶升降平台相连接以带动顶升降平台上下移动;主升降平台、顶升降平台上均设置有导轨,钻机与滑轨滑动连接;行走驱动系统安装于台车机架底部以带动作业车移动,主操控系统用于控制作业车升降执行。该作业车采用优化设计,整体结构可靠、实用,操作方便,成本合理。

The invention discloses a tunnel construction operation vehicle, which comprises a trolley frame, a main lifting platform, a top lifting platform, a main platform lifting system, a top platform lifting system, a walking drive system, a main control system and several drilling machines; the main platform lifting The system and the top platform lifting system are all installed on the trolley frame. The main platform lifting system is also connected with the main lifting platform to drive the main lifting platform to move up and down. The top platform lifting system is also connected with the top lifting platform to drive the top lifting platform up and down. Movement; the main lifting platform and the top lifting platform are equipped with guide rails, and the drilling rig is slidingly connected with the slide rails; the travel drive system is installed at the bottom of the trolley frame to drive the operation vehicle to move, and the main control system is used to control the operation vehicle to lift and execute. The work vehicle adopts optimized design, the overall structure is reliable, practical, easy to operate and reasonable in cost.

Description

一种隧道施工作业车A tunnel construction vehicle

技术领域technical field

本发明属于隧道施工机械技术领域,具体涉及一种隧道施工作业车。The invention belongs to the technical field of tunnel construction machinery, and in particular relates to a tunnel construction operation vehicle.

背景技术Background technique

根据现有国情状况,在大量的工程建设中,其技术配套与施工机械设备方面的投入严重不足,往往为节约成本,或增加就业机会等理由,就沿用了劳动密集型的作业方式,而配套设备则采用非常简单、落后的机械和装备,包括对于新技术的应用推广也尽可能的简化或被省略性的取代。这样就造成其设备配套能力和机械化程度的降低,及其生产工艺形式的落后。虽然在技术和设备方面的投入减少,可以缩减一定的生产成本,但由此表现出施工建设的总体技术含量低,生产效率不高的状况,当然也就难以推出具有创新价值的新技术、新工艺和新型的施工设备来促进技术进步,更无法引领工程技术的革命。According to the current national conditions, in a large number of engineering constructions, the investment in technical support and construction machinery and equipment is seriously insufficient. Often for reasons such as saving costs or increasing employment opportunities, labor-intensive operation methods are used. The equipment adopts very simple and backward machinery and equipment, including the application and promotion of new technologies, which are simplified as much as possible or replaced by omissions. This will result in the reduction of its equipment supporting capacity and mechanization degree, and the backwardness of its production process. Although the reduction in investment in technology and equipment can reduce certain production costs, it shows that the overall technical content of construction is low and the production efficiency is not high. Of course, it is difficult to introduce new technologies and new technologies with innovative value Technology and new construction equipment are used to promote technological progress, let alone lead the revolution of engineering technology.

随着隧道及地下工程建设的迅猛发展,要实现科学、合理、自然和环保,以及以人为本的施工理念,就必须从施工技术,施工方式和施工设备方面进行较大的改进,提高投入,加强施工机械装备的配置,强化设备的机械化、自动化能力,以此进一步提高施工技术水平。With the rapid development of tunnel and underground engineering construction, in order to realize the scientific, reasonable, natural and environmental protection, and people-oriented construction concept, it is necessary to make great improvements in construction technology, construction methods and construction equipment, increase investment, and strengthen construction. The configuration of mechanical equipment strengthens the mechanization and automation capabilities of equipment, so as to further improve the level of construction technology.

发明内容Contents of the invention

本发明的目的是解决上述问题,提供一种整体结构可靠、实用、操作方便、成本合理的隧道施工作业车。The object of the present invention is to solve the above problems and provide a tunnel construction vehicle with reliable overall structure, practicality, convenient operation and reasonable cost.

为解决上述技术问题,本发明的技术方案是:一种隧道施工作业车,包括台车机架、顶升降平台、顶平台升降系统、行走驱动系统、主操控系统以及若干台钻机;In order to solve the above technical problems, the technical solution of the present invention is: a tunnel construction vehicle, including a trolley frame, a top lifting platform, a top platform lifting system, a walking drive system, a main control system and several drilling rigs;

所述顶平台升降系统均安装于台车机架上,所述顶平台升降系统还与顶升降平台相连接以带动顶升降平台上下移动;The top platform lifting system is installed on the trolley frame, and the top platform lifting system is also connected with the top lifting platform to drive the top lifting platform to move up and down;

所述顶升降平台上设置有导轨,所述钻机与滑轨滑动连接;The top lifting platform is provided with a guide rail, and the drilling machine is slidingly connected with the slide rail;

所述行走驱动系统安装于台车机架底部以带动作业车移动,所述主操控系统用于控制作业车升降执行。The travel driving system is installed at the bottom of the trolley frame to drive the operation vehicle to move, and the main control system is used to control the operation vehicle to go up and down.

优选地,所述顶平台升降系统包括若干组设置于台车机架和顶升降平台之间的顶升降组件,所述顶升降组件包括导向柱固定管、顶升导向柱以及顶升油缸,所述导向柱固定管设置于台车机架上,所述顶升油缸设置于导向柱固定管内,顶升导向柱设置于顶升油缸顶部且其端部与顶升降平台固定连接。Preferably, the jacking platform lifting system includes several sets of jacking jacking components arranged between the trolley frame and the jacking platform, and the jacking jacking components include guide column fixing pipes, jacking guide columns and jacking cylinders, so The guide post fixing pipe is arranged on the trolley frame, the jacking cylinder is arranged in the guide post fixing pipe, the jacking guide post is arranged on the top of the jacking oil cylinder and its end is fixedly connected with the jacking platform.

优选地,所述顶升降平台为由横担、顶平台连接梁、斜撑、中间工字钢、横向连接槽钢、纵向工字钢、悬臂梁、竖连接梁、加强筋板、垫板构成的框架式结构。Preferably, the top lifting platform is composed of cross arms, top platform connecting beams, diagonal braces, intermediate I-beams, horizontal connecting channel steels, longitudinal I-beams, cantilever beams, vertical connecting beams, stiffener plates, and backing plates. frame structure.

优选地,所述台车机架包括前门架、后门架,以及分别设置于前门架和后面架之间顶部两侧的上纵梁和底部两侧的下纵梁,所述上纵梁之间沿横向和纵向分别设有若干根上平联连接横梁和上平联连接纵梁,上纵梁和下纵梁之间设有若干根立柱一,所述相邻立柱一之间以及前门架、后门架与邻近的立柱一之间均设有立柱连接梁。Preferably, the trolley frame includes a front door frame, a rear door frame, and upper longitudinal beams on both sides of the top and lower longitudinal beams on both sides of the bottom between the front door frame and the rear frame, respectively, between the upper longitudinal beams There are several upper parallel connecting beams and upper parallel connecting longitudinal beams respectively along the horizontal and vertical directions, and several columns 1 are arranged between the upper longitudinal beams and the lower longitudinal beams. A column connection beam is arranged between the frame and the adjacent column one.

优选地,所述前门架包括门字型框架一,所述门字型框架一由立柱二和前主横梁构成,所述前主横梁由由上及下设置的连接横梁一和加强横梁一构成,所述前主横梁的前端面还设有端部连接梁109。Preferably, the front door frame includes a door-shaped frame 1, and the door-shaped frame 1 is composed of a column 2 and a front main beam, and the front main beam is composed of a connecting beam 1 and a reinforcing beam 1 arranged up and down , The front end face of the front main beam is also provided with an end connecting beam 109 .

优选地,所述后门架包括门字型框架二,所述门字型框架二由立柱三和后主横梁构成,后主横梁和立柱三之间还对称设有两个大斜撑,大斜撑之间设有水平横撑,大斜撑与门字型框架的左/右上角之间还设有辅助撑,所述后主横梁由由上及下设置的连接横梁二和加强横梁二构成。Preferably, the rear door frame includes a door-shaped frame 2, and the door-shaped frame 2 is composed of a column 3 and a rear main beam, and two large diagonal braces are arranged symmetrically between the rear main beam and the column 3, and the large diagonal A horizontal cross brace is provided between the braces, and an auxiliary brace is provided between the large diagonal brace and the left/right upper corner of the door-shaped frame. The rear main beam is composed of a connecting beam 2 and a reinforcing beam 2 arranged from top to bottom. .

优选地,所述顶升降平台的四周边缘处设有防护栏,防护栏上开设有防护栏门。Preferably, guardrails are provided around the edges of the top lifting platform, and guardrail doors are opened on the guardrails.

本发明的有益效果是:本发明提供的隧道施工作业车,具有升降式工作平台,能搭载多台钻机;平台有一定的升降、横移行程,能完成全断面的钻孔;具有自行走能力,便于快速移动;预加固作业车及其配套钻机等设备的性能稳定,操作方便;工作平台能兼顾混凝土喷射和钢拱架安装等作业;采用优化设计,整体结构可靠、实用,设备制作便利,成本合理。The beneficial effects of the present invention are: the tunnel construction operation vehicle provided by the present invention has an elevating working platform, which can carry multiple drilling rigs; , easy to move quickly; the pre-reinforced work vehicle and its supporting drilling rig and other equipment have stable performance and are easy to operate; the working platform can take into account concrete spraying and steel arch installation and other operations; with optimized design, the overall structure is reliable and practical, and the equipment is easy to manufacture. The cost is reasonable.

附图说明Description of drawings

图1是本发明隧道施工作业车结构示意图;Fig. 1 is a structural representation of the tunnel construction vehicle of the present invention;

图2是图1中A-A向视图;Fig. 2 is A-A direction view among Fig. 1;

图3是图1中B-B向视图;Fig. 3 is B-B direction view among Fig. 1;

图4是台车机架结构示意图;Fig. 4 is a schematic diagram of the frame structure of the trolley;

图5是台车机架俯视图;Fig. 5 is a top view of the trolley frame;

图6是前门架结构示意图;Fig. 6 is a schematic structural view of the front mast;

图7是前门架侧视图;Fig. 7 is a side view of the front mast;

图8是前门架俯视图;Figure 8 is a top view of the front mast;

图9是后门架结构示意图;Fig. 9 is a structural schematic diagram of the rear door frame;

图10是后门架侧视图;Figure 10 is a side view of the rear mast;

图11是后门架俯视图;Figure 11 is a top view of the rear door frame;

图12是加强横梁结构示意图;Fig. 12 is a schematic diagram of a reinforced beam structure;

图13是加强横梁俯视图;Fig. 13 is a top view of the reinforced beam;

图14是立柱结构示意图;Fig. 14 is a schematic diagram of column structure;

图15是立柱俯视图;Figure 15 is a top view of the column;

图16是补强梁结构示意图;Fig. 16 is a structural schematic diagram of a reinforcing beam;

图17是补强梁俯视图;Figure 17 is a top view of the reinforcing beam;

图18是长连接梁结构示意图;Fig. 18 is a schematic diagram of the structure of the long connecting beam;

图19是长连接梁俯视图;Figure 19 is a top view of the long connecting beam;

图20是长连接梁A-A向视图;Fig. 20 is a long connecting beam A-A direction view;

图21是下纵梁结构示意图;Figure 21 is a schematic diagram of the structure of the lower longitudinal beam;

图22是下纵梁俯视图;Figure 22 is a top view of the lower side beam;

图23是下纵梁上视图;Figure 23 is a top view of the lower side member;

图24是下纵梁侧视图;Fig. 24 is a side view of the lower side member;

图25是主升降平台结构示意图;Figure 25 is a schematic structural view of the main lifting platform;

图26是主升降平台俯视图;Figure 26 is a top view of the main lifting platform;

图27是主体升降架结构示意图;Fig. 27 is a structural schematic diagram of the main lifting frame;

图28是主体升降架俯视图;Figure 28 is a top view of the main lifting frame;

图29是图27中A-A向视图;Figure 29 is a view from A-A in Figure 27;

图30是钻机及钻机升降座结构示意图;Fig. 30 is a structural schematic diagram of the drilling rig and the lifting seat of the drilling rig;

图31是钻机及钻机升降座俯视图;Figure 31 is a top view of the drilling rig and the lifting seat of the drilling rig;

图32是主平台升降系统结构示意图;Fig. 32 is a structural schematic diagram of the main platform lifting system;

图33是主平台升降系统侧视图;Figure 33 is a side view of the main platform lifting system;

图34是主平台升降系统俯视图;Figure 34 is a top view of the main platform lifting system;

图35是顶升降平台结构示意图;Fig. 35 is a structural schematic diagram of the top lifting platform;

图36是顶升降平台侧视图;Figure 36 is a side view of the top lifting platform;

图37是顶升降平台俯视图;Figure 37 is a top view of the lifting platform;

图38是图37中A-A向视图;Figure 38 is a view from A-A in Figure 37;

图39是顶平台升降系统结构示意图;Fig. 39 is a structural schematic diagram of the top platform lifting system;

图40是顶平台升降系统侧视图。Figure 40 is a side view of the top platform lifting system.

附图标记说明:1、台车机架;2、主升降平台;3、顶升降平台;4、主平台升降系统;5、顶平台升降系统;6、行走驱动系统;7、主操控系统;8、钻机;9、辅助吊装机构;10、固定平台与扶梯;101、前门架;102、后门架;103、下纵梁;104、长连接梁;105、短连接梁;106、上纵梁;107、上平联连接纵梁;108、上平联连接横梁;109、端部连接梁;1011、立柱二;1012、连接横梁一;1013、加强横梁一;1021、大斜撑;1022、水平横撑;1023、辅助撑;1024、加强横梁二;1025连接横梁二;1026、立柱三;1101、柱体工字钢;1102、纵向筋板;1103、中间梁连接板;1104、横向连接工字钢;1105、斜撑角钢;1106、横向大筋板;1107、槽钢梁;1108、连接梁;1109、连接端板;1110、连接板;1031、工字钢梁;1032、连接工字钢;1033、立柱连接板;1034、行走机构安装板;1035、油缸安装连接板;1036、端部连接槽钢;1037、加强肋板;1038、行走机构安装座;1041、工字钢梁;1042、连接工字钢;1043、油缸底座安装板;1044、小肋板;1045、端头连接板;201、侧向平台;202、中间主平台;203翻折平台;204、主体升降架;205、防护栏;2041、端头;2042、调节构件;2043;升降架连接梁;2044、导向轮;301、横担;302、顶平台连接梁;303、斜撑;304、中间工字钢;305、横向连接槽钢;306、纵向工字钢、307、竖连接梁;308、垫板;309、加强筋板;310、悬臂梁;401、固定滑轮;402、可调限位座;403、锁紧机构;404、钢丝绳或链条;405、油缸顶升滑轮;406、升降油缸;407可调固定滑轮;501、导向柱固定管;502顶升导向柱;503、顶升油缸连接法兰;504、顶升油缸;801、钻机升降座。Explanation of reference signs: 1. trolley frame; 2. main lifting platform; 3. top lifting platform; 4. main platform lifting system; 5. top platform lifting system; 6. walking drive system; 7. main control system; 8. Drilling rig; 9. Auxiliary hoisting mechanism; 10. Fixed platform and escalator; 101. Front mast; 102. Rear mast; 103. Lower longitudinal beam; 104. Long connecting beam; 105. Short connecting beam; 106. Upper longitudinal beam ; 107, upper parallel connecting longitudinal beam; 108, upper parallel connecting beam; 109, end connecting beam; 1011, column two; 1012, connecting beam one; 1013, strengthening beam one; Horizontal cross brace; 1023, auxiliary brace; 1024, reinforced beam two; 1025, connecting beam two; 1026, column three; 1101, column I-beam; 1102, longitudinal reinforcement plate; I-beam; 1105, diagonal bracing angle steel; 1106, horizontal large rib plate; 1107, channel steel beam; 1108, connecting beam; 1109, connecting end plate; 1110, connecting plate; 1031, I-beam; 1032, connecting I-shaped Steel; 1033, column connecting plate; 1034, traveling mechanism mounting plate; 1035, oil cylinder mounting connecting plate; 1036, end connecting channel steel; 1037, reinforcing rib plate; 1042, connecting I-beam; 1043, oil cylinder base mounting plate; 1044, small rib plate; 1045, end connecting plate; 201, lateral platform; 202, middle main platform; 203 folding platform; 204, main lifting frame; 205. Guardrail; 2041. End; 2042. Adjusting member; 2043. Lifting frame connecting beam; 2044. Guide wheel; 301. Cross arm; 302. Top platform connecting beam; 303. Diagonal brace; ; 305, horizontal connecting channel steel; 306, longitudinal I-beam, 307, vertical connecting beam; 308, backing plate; 309, stiffener plate; 310, cantilever beam; 401, fixed pulley; 402, adjustable limit seat; 403. Locking mechanism; 404. Steel wire rope or chain; 405. Oil cylinder jacking pulley; 406. Lifting cylinder; 407 Adjustable fixed pulley; 501. Guide column fixing tube; 502 Jacking guide column; Lan; 504, jacking oil cylinder; 801, lifting seat of drilling rig.

具体实施方式Detailed ways

下面结合附图和具体实施例对本发明做进一步的说明,以进一步展示本发明的优点和原理。需要说明的是,在本实施例中,作为优选实施例,增加了对主升降平台和主升降系统的详细说明,不设置主升降平台和主升降系统对本发明无任何实质性的影响。The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments, so as to further demonstrate the advantages and principles of the present invention. It should be noted that in this embodiment, as a preferred embodiment, a detailed description of the main lifting platform and the main lifting system is added, and the absence of the main lifting platform and the main lifting system has no substantial impact on the present invention.

如图1-3所示,本发明的隧道施工作业车,包括台车机架1、主升降平台2、顶升降平台3、主平台升降系统4、顶平台升降系统5、行走驱动系统6、主操控系统7以及若干台钻机8。主平台升降系统4、顶平台升降系统5均安装于台车机架1上,主平台升降系统4还与主升降平台2连接以带动主升降平台2上下移动,顶平台升降系统5还与顶升降平台3相连接以带动顶升降平台3上下移动;主升降平台2、顶升降平台3上均设置有导轨,钻机8与滑轨滑动连接;行走驱动系统6安装于台车机架1底部以带动作业车移动,主操控系统7用于控制作业车升降执行。As shown in Figures 1-3, the tunnel construction operation vehicle of the present invention includes a trolley frame 1, a main lifting platform 2, a top lifting platform 3, a main platform lifting system 4, a top platform lifting system 5, a walking drive system 6, Main control system 7 and several drilling rigs 8 . The main platform lifting system 4 and the top platform lifting system 5 are all installed on the trolley frame 1. The main platform lifting system 4 is also connected with the main lifting platform 2 to drive the main lifting platform 2 to move up and down. The top platform lifting system 5 is also connected with the top platform. The lifting platforms 3 are connected to drive the top lifting platform 3 to move up and down; the main lifting platform 2 and the top lifting platform 3 are provided with guide rails, and the drilling rig 8 is slidingly connected with the slide rails; the walking drive system 6 is installed on the bottom of the trolley frame 1 to Drive the operation vehicle to move, and the main control system 7 is used to control the operation vehicle to go up and down.

在本实施例中,如图4-5所示,台车机架1为框架式结构,包括前门架101、后门架102、两根上纵梁106以及两根下纵梁103。上纵梁106设置于前门架101和后面架顶部两侧之间,下纵梁103设置于前门架101和后面架底部两侧之间。作为本发明的优选实施方式,台车机架两侧还设有固定平台与扶梯10。In this embodiment, as shown in FIGS. 4-5 , the trolley frame 1 is a frame structure, including a front mast 101 , a rear mast 102 , two upper longitudinal beams 106 and two lower longitudinal beams 103 . The upper longitudinal beam 106 is arranged between the front door frame 101 and the two sides of the top of the rear frame, and the lower longitudinal beam 103 is arranged between the front door frame 101 and the two sides of the bottom of the rear frame. As a preferred embodiment of the present invention, fixed platforms and escalators 10 are also provided on both sides of the trolley frame.

如图21-24所示,下纵梁103由工字钢梁1031和连接工字钢1032构成,下纵梁103的两端设有端部连接槽钢1036,两侧面设有加强肋板1037。下纵梁103的上表面设有立柱连接板1033、油缸安装连接板1035,立柱连接板1033用于立柱的固定安装,油缸安装连接板1035用于主平台升降系统4中的升降油缸406的固定安装。其下表面的两侧均设有行走机构安装板1034和行走机构安装座1038。上纵梁106和下纵梁103结构相同,也是由工字钢梁1031和连接工字钢1032构成,两端设有端部连接槽钢1036,两侧面设有加强肋板1037。上纵梁106的下表面设有立柱连接板1033,上表面设有顶升油缸安装座,顶升油缸安装座用于顶平台升降系统5中的顶升油缸503的固定安装。两根上纵梁106之间沿横向和纵向分别设有两根上平联连接横梁108和三根上平联连接纵梁107。位置相对应的上纵梁106和下纵梁103之间均设有三根立柱一。As shown in Figures 21-24, the lower longitudinal beam 103 is composed of I-shaped steel beams 1031 and connecting I-shaped steel beams 1032, the two ends of the lower longitudinal beam 103 are provided with end connecting channel steel 1036, and the two sides are provided with reinforcing ribs 1037 . The upper surface of the lower longitudinal beam 103 is provided with a column connection plate 1033 and an oil cylinder installation connection plate 1035. The column connection plate 1033 is used for the fixed installation of the column, and the oil cylinder installation connection plate 1035 is used for fixing the lifting cylinder 406 in the main platform lifting system 4. Install. Both sides of its lower surface are provided with traveling mechanism mounting plate 1034 and traveling mechanism mounting seat 1038. The upper longitudinal beam 106 and the lower longitudinal beam 103 have the same structure, and are also composed of I-beams 1031 and connecting I-beams 1032. Both ends are provided with end connecting channel steels 1036, and reinforcing ribs 1037 are provided on both sides. The lower surface of the upper longitudinal beam 106 is provided with a column connecting plate 1033 , and the upper surface is provided with a jacking cylinder mount, which is used for the fixed installation of the jacking cylinder 503 in the jacking system 5 . Between the two upper longitudinal beams 106, two upper parallel connecting beams 108 and three upper parallel connecting beams 107 are respectively arranged in the transverse direction and longitudinal direction. Three columns 1 are arranged between the upper longitudinal beams 106 and the lower longitudinal beams 103 corresponding to the positions.

如图6-8所示,前门架101包括门字型框架一,门字型框架一由立柱二1011和前主横梁构成,前主横梁由由上及下设置的连接横梁一1012和加强横梁一1013构成,前主横梁的前端面还设有端部连接梁109。As shown in Figure 6-8, the front door frame 101 includes a door-shaped frame 1, which is composed of a column 2 1011 and a front main beam, and the front main beam is composed of a connecting beam 1 1012 and a reinforcing beam arranged from top to bottom A 1013 structure, the front end face of the front main beam is also provided with an end connecting beam 109.

如图9-11所示,后门架102包括门字型框架二,门字型框架二由立柱三1026和后主横梁构成,后主横梁和立柱三1026之间还对称设有两个大斜撑1021,大斜撑1021之间设有水平横撑1022,大斜撑1021与门字型框架的左/右上角之间还设有辅助撑1023,后主横梁由由上及下设置的连接横梁二1025和加强横梁二1024构成。如图12-13所示,加强横梁一1013和强横梁二1024结构相同,由补强梁和补强梁连接座构成。如图16-17所示,补强梁由槽钢梁1107、连接梁1108、连接端板1109、连接板1110构成。As shown in Fig. 9-11, the rear mast 102 includes a door-shaped frame two, and the second door-shaped frame is composed of a column three 1026 and a rear main beam, and two large oblique beams are arranged symmetrically between the rear main beam and the column three 1026 Brace 1021, a horizontal cross brace 1022 is arranged between the large diagonal brace 1021, an auxiliary brace 1023 is also provided between the large diagonal brace 1021 and the left/right upper corner of the door-shaped frame, and the rear main beam is connected by a top and bottom Two beams 1025 and two reinforced beams 1024 are formed. As shown in Fig. 12-13, the first reinforced beam 1013 and the second strong beam 1024 have the same structure, and are composed of a reinforcing beam and a connecting seat of the reinforcing beam. As shown in Figures 16-17, the reinforcing beam is composed of a channel steel beam 1107, a connecting beam 1108, a connecting end plate 1109, and a connecting plate 1110.

如图14-15所示,立柱一、立柱二1011以及立柱三1026的结构均相同。立柱由底部端板、柱体工字钢1101、横向连接工字钢1104、斜撑角钢1105以及上部端板构成。立柱的上部和下部均设有纵向筋板1102,立柱上部还设有横向大筋板1106,中部设有中间梁连接板1103,中间梁连接板1103用于立柱连接梁的安装。As shown in Figures 14-15, the structures of the first column, the second column 1011 and the third column 1026 are the same. The column is composed of a bottom end plate, a column I-beam 1101, a transverse connecting I-beam 1104, a diagonal brace angle steel 1105 and an upper end plate. The upper and lower parts of the column are provided with longitudinal ribs 1102, the upper part of the column is also provided with large transverse ribs 1106, and the middle part is provided with an intermediate beam connecting plate 1103, which is used for the installation of the column connecting beam.

相邻立柱一之间以及前门架101、后门架102与邻近的立柱一之间均设有立柱连接梁。立柱连接梁包括长连接梁104和短连接梁105。具体的,从左往右计数,立柱三1026与第一根立柱一之间、第一根立柱一与第二根立柱一之间均设有长连接梁104。第四根立柱一与立柱二1011之间设有短连接梁105。长连接梁104和短连接梁105均位于立柱的中部。如图18-20所示,长连接梁104和短连接梁105结构相同,仅长短不同,均由工字钢梁1041和连接工字钢1042构成,两端设有小肋板1044,端部设有端头连接板1045。立柱连接梁的上表面设有油缸底座安装板1043。Column connecting beams are arranged between the adjacent column one and between the front door frame 101, the rear door frame 102 and the adjacent column one. The column connecting beams include long connecting beams 104 and short connecting beams 105 . Specifically, counting from left to right, there are long connecting beams 104 between the third column 1026 and the first column one, and between the first column one and the second column one. A short connecting beam 105 is provided between the fourth column 1 and column 2 1011 . Both the long connecting beam 104 and the short connecting beam 105 are located in the middle of the column. As shown in Fig. 18-20, the long connecting beam 104 and the short connecting beam 105 have the same structure, only different in length, both are composed of I-beam 1041 and connecting I-beam 1042, with small ribs 1044 at both ends, and A terminal connecting plate 1045 is provided. The upper surface of the column connecting beam is provided with an oil cylinder base mounting plate 1043 .

如图25-26所示,主升降平台2包括中间主平台202、侧向平台201、翻折平台203和主体升降架204。以中间主平台202为中心,主体升降架204、侧向平台201、翻折平台203由内及外依次对称设置。如图27-29所示,主体升降架204包括升降架连接梁2043、导向轮2044和端头2041。导向轮2044和端头2041由内及外依次对称设置于升降架连接梁2043的两端。导向轮2044处还设有调节构件2042。升降架连接梁2043上还设有锁紧机构403。如图30-30所示,主升降平台2上设置导轨,导轨上还安装有钻机升降座801,钻机升降座801与导轨滑动连接,钻机8安装于钻机升降座801上。钻机升降座801可使钻机8在一定行程内上下升降,也可带动钻机8沿导轨左右移动。主升降平台2的四周边缘处设有防护栏205,防护栏205通过防护栏安装座与主升降平台2固定连接,防护栏205上开还设有防护栏门。As shown in FIGS. 25-26 , the main lifting platform 2 includes a central main platform 202 , a lateral platform 201 , a folding platform 203 and a main lifting frame 204 . With the middle main platform 202 as the center, the main lifting frame 204, the side platform 201, and the folding platform 203 are arranged symmetrically from inside to outside in sequence. As shown in FIGS. 27-29 , the main lifting frame 204 includes a lifting frame connecting beam 2043 , guide wheels 2044 and ends 2041 . The guide wheels 2044 and the ends 2041 are symmetrically arranged on the two ends of the lifting frame connecting beam 2043 sequentially from the inside and the outside. An adjustment member 2042 is also provided at the guide wheel 2044 . A locking mechanism 403 is also provided on the lifting frame connecting beam 2043 . As shown in Figures 30-30, guide rails are set on the main lifting platform 2, and a drilling rig lifter 801 is also installed on the guide rail. The drilling rig lifter 801 can make the drilling machine 8 lift up and down within a certain stroke, and also can drive the drilling machine 8 to move left and right along the guide rail. The periphery edge place of main lifting platform 2 is provided with guardrail 205, and guardrail 205 is fixedly connected with main lifting platform 2 by guardrail mounting seat, and guardrail 205 is opened and is also provided with guardrail door.

如图32-34所示,主平台升降系统4包括两组主升降组件。两组主升降组件结构完全相同且分别位于主体升降台的左右两边。主升降组件包括升降油缸406、油缸顶升滑轮405、两个可调固定滑轮407、两个固定滑轮401、两个可调限位座以及钢丝绳或链条404。升降油缸406通过油缸底座安装板设置于台车机架1的下纵梁103上,油缸顶升滑轮405设置于升降油缸406顶部,两个可调固定滑轮407对称于升降油缸406设置于台车机架1的下纵梁103上,两个固定滑轮401固定设置于台车机架1的上纵梁106上,可调限位座位于固定滑轮401侧边固定设置于台车机架1的上纵梁106上。钢丝绳或链条404依次绕设在主体升降台的导向轮2044、锁紧机构403、固定滑轮401、可调固定滑轮407、油缸顶升滑轮405上。As shown in Figures 32-34, the main platform lifting system 4 includes two sets of main lifting components. The two sets of main lifting components have the same structure and are respectively located on the left and right sides of the main lifting platform. The main lifting assembly includes a lifting cylinder 406, a cylinder jacking pulley 405, two adjustable fixed pulleys 407, two fixed pulleys 401, two adjustable limit seats and a wire rope or chain 404. The lifting cylinder 406 is set on the lower longitudinal beam 103 of the trolley frame 1 through the cylinder base mounting plate, the cylinder lifting pulley 405 is set on the top of the lifting cylinder 406, and the two adjustable fixed pulleys 407 are symmetrically arranged on the trolley with respect to the lifting cylinder 406 On the lower longitudinal beam 103 of the frame 1, two fixed pulleys 401 are fixedly arranged on the upper longitudinal beam 106 of the trolley frame 1, and the adjustable limit seat is located on the side of the fixed pulley 401 and fixedly arranged on the side of the trolley frame 1. on the upper stringer 106 . Wire rope or chain 404 are wound around the guide wheel 2044, locking mechanism 403, fixed pulley 401, adjustable fixed pulley 407, oil cylinder jacking pulley 405 successively on the main lifting platform.

如图35-38所示,顶升降平台3为由横担301、顶平台连接梁302、斜撑303、中间工字钢304、横向连接槽钢305、纵向工字钢306、悬臂梁310、竖连接梁307、加强筋板309、垫板308构成的框架式结构。顶升降平台3上均设置导轨,导轨上还安装有钻机升降座801,钻机升降座801与导轨滑动连接,钻机8安装于钻机升降座801上。钻机升降座801可使钻机8在一定行程内上下升降,也可带动钻机8沿导轨左右移动。钻机8数量的配置可根据施工技术要求和设备的搭载能力确定,基本配置为其主升降平台2可搭载3台钻机8,顶升降平台3搭载1~2台钻机8。配套的钻机8性优选为液压驱动,其功率适当,但能量传递效率高,能大量的节省动力消耗。钻机8配置自动装卸钻杆式动力头和长行程滑台机座,并配套专用钻杆、冲击式凿岩钻头及优化配置的集成液压系统。由于专用作业车的升降工作台面大,承载能力强,可保证预加固快速钻孔作业的能力和优势。顶升降平台3的四周边缘处设有防护栏205,防护栏205通过防护栏安装座与主升降平台2固定连接,防护栏205上开还设有防护栏门。As shown in Figures 35-38, the top lifting platform 3 is composed of a cross arm 301, a top platform connecting beam 302, a diagonal brace 303, a middle I-beam 304, a transverse connecting channel steel 305, a longitudinal I-beam 306, a cantilever beam 310, A frame structure composed of vertical connecting beams 307, stiffener plates 309, and backing plates 308. Guide rails are all set on the top lifting platform 3, and the drilling machine lifting seat 801 is also installed on the guiding rail, and the drilling machine lifting seat 801 is slidingly connected with the guide rail, and the drilling machine 8 is installed on the drilling machine lifting seat 801. The drilling rig lifter 801 can make the drilling machine 8 lift up and down within a certain stroke, and also can drive the drilling machine 8 to move left and right along the guide rail. The configuration of the number of drilling rigs 8 can be determined according to the construction technical requirements and the carrying capacity of the equipment. The basic configuration is that the main lifting platform 2 can carry 3 drilling rigs 8, and the top lifting platform 3 can carry 1 to 2 drilling rigs 8. The supporting drilling rig is preferably hydraulically driven, and its power is appropriate, but its energy transmission efficiency is high, and it can save a lot of power consumption. Drilling Rig 8 is equipped with an automatic loading and unloading drill pipe type power head and a long-stroke slide table base, and is equipped with special drill pipes, percussion rock drilling bits and an optimized integrated hydraulic system. Due to the large lifting table and strong bearing capacity of the special operation vehicle, it can ensure the ability and advantages of pre-reinforcement and rapid drilling operations. The periphery edge place of top lifting platform 3 is provided with guardrail 205, and guardrail 205 is fixedly connected with main lifting platform 2 by guardrail mounting seat, and guardrail 205 is opened and is also provided with guardrail door.

如图39-40所示,顶平台升降系统5包括六组设置于台车机架1和顶升降平台3之间的顶升降组件,六组顶升降组件成对分布于台车机架1的左右两侧。顶升降组件包括导向柱固定管501、顶升导向柱502以及钻机升降座,导向柱固定管501设置于台车机架1的立柱连接梁。顶升油缸503设置于导向柱固定管501内,并通过顶升油缸安装座与上纵梁106相连接。顶升导向柱502设置于顶升油缸503顶部且其端部与顶升降平台3底部固定连接。As shown in Figures 39-40, the top platform lifting system 5 includes six sets of top lifting components arranged between the trolley frame 1 and the top lifting platform 3, and the six sets of top lifting components are distributed in pairs on the trolley frame 1. left and right sides. The jack lifting assembly includes a guide post fixing pipe 501 , a jacking guide post 502 and a drilling rig lifting seat, and the guide post fixing pipe 501 is arranged on the column connecting beam of the trolley frame 1 . The jacking cylinder 503 is arranged in the guide column fixing pipe 501 and connected with the upper longitudinal beam 106 through the jacking cylinder mounting seat. The jacking guide column 502 is arranged on the top of the jacking cylinder 503 and its end is fixedly connected with the bottom of the jacking platform 3 .

行走驱动系统6可配置轨道、轮式或履带方式。主操控系统7为集成液压驱动与操控系统。The walking drive system 6 can be configured with tracks, wheeled or crawler tracks. The main control system 7 is an integrated hydraulic drive and control system.

作为本发明的另一优选实施方式,在作业车的尾部两端设计装备有两台起重能力为500KG的辅助吊装机构9,用作施工装备、材料和辅助设施等物件的吊装,搬运服务。As another preferred embodiment of the present invention, two auxiliary hoisting mechanisms 9 with a lifting capacity of 500KG are designed and equipped at both ends of the tail of the work vehicle for hoisting and transporting of construction equipment, materials and auxiliary facilities.

本实施例中的隧道施工作业车的主要技术参数如下:The main technical parameters of the tunnel construction vehicle in the present embodiment are as follows:

(1)适宜于隧道断面积:80~150m2;(1) Suitable for tunnel sectional area: 80-150m2;

(2)上层作业平台最大行程:2000mm;(2) The maximum stroke of the upper working platform: 2000mm;

(3)下层作业平台最大行程:4000mm;(3) The maximum stroke of the lower working platform: 4000mm;

(4)走行方式:轨行式或轮(履带)式;(4) Way of walking: rail type or wheel (crawler) type;

(5)走行速度:3m/min;(5) Walking speed: 3m/min;

(6)液压系统压力:16MPa;(6) Hydraulic system pressure: 16MPa;

(7)辅助提升机能力:500kg(7) Auxiliary hoist capacity: 500kg

(8)设备装机容量:15Kw(不含配套钻机液压系统功率);(8) Equipment installed capacity: 15Kw (excluding the hydraulic system power of the supporting drilling rig);

(9)系统电力:380V;(9) System power: 380V;

(10)走行轨道(轨行式):43kg;(10) Traveling track (track type): 43kg;

(11)车架腹内通行空间(宽×高):6.2×4.2m;(11) Passage space in the abdomen of the frame (width × height): 6.2 × 4.2m;

(12)基本型(双线隧道)轮廓尺寸(长×宽×高):11×11×8.2m。(12) Outline dimensions (length x width x height) of the basic type (two-lane tunnel): 11 x 11 x 8.2m.

该作业车的工作原理是:采用多台钻机在不同工作台上进行同时操作,并利用作业车的升降功能和横移功能满足隧道全断面的钻孔作业。设备具备自行走功能(可配置轨道、轮式或履带方式),可以配置预加固辅助设备和放置材料,可同步完成预加固件施工的安装和注浆系统的注浆、封堵等操作,实现高效的预加固作业。The working principle of the work vehicle is: multiple drilling rigs are used to operate simultaneously on different workbenches, and the lifting function and lateral movement function of the work vehicle are used to meet the drilling operation of the full section of the tunnel. The equipment has a self-propelled function (track, wheel or crawler can be configured), pre-reinforcement auxiliary equipment and materials can be configured, and the installation of pre-reinforcement parts and grouting and plugging of the grouting system can be completed simultaneously to achieve Efficient pre-reinforcement work.

作业车的基本操作与使用要求是:首先清理开挖工作面,确定台车的设计(施工工艺要求)作业高度,台车系统启动,进行就位固定操作(包括液压支撑机构定位,此时上、下层工作平台应位于底部),距工作面约1米左右。然后按钻孔作业分区,分别由4台钻机进行各区的预加固孔的钻孔,其中下层平台的3台钻机应根据实际情况,考虑综合施工的便利性进行布置和作业,达到平衡施工,以保证工作台的同时换位提升。在完成3~5个孔的钻进后,即可同步进行预加固件的安装和注浆系统的注浆、封堵操作,实现高效的预加固作业。在工作台的升降过程中应保证两工作台面间距不小于2米(产品设计有保护装置),其中凿岩钻机单机升降时必须协调操作(包括两侧钻机和顶部钻机有此功能,以完成高位的孔系钻孔)。The basic operation and use requirements of the work truck are: first, clean the excavation face, determine the design (construction process requirements) operating height of the trolley, start the trolley system, and carry out the fixed operation in place (including the positioning of the hydraulic support mechanism. , The lower working platform should be located at the bottom), about 1 meter away from the working surface. Then according to the drilling operation division, 4 drilling rigs are used to drill the pre-reinforcement holes in each area. Among them, the 3 drilling rigs on the lower platform should be arranged and operated according to the actual situation and considering the convenience of comprehensive construction to achieve balanced construction. Ensure that the workbench is transposed and lifted at the same time. After completing the drilling of 3 to 5 holes, the installation of the pre-reinforcement parts and the grouting and plugging operations of the grouting system can be performed simultaneously to realize efficient pre-reinforcement operations. During the lifting process of the workbench, it should be ensured that the distance between the two workbenches is not less than 2 meters (the product is designed with a protection device), and the rock drilling rig must be coordinated when lifting a single machine (including the drilling rig on both sides and the top drilling rig to complete the high position. The hole is drilled).

当完成一个循环作业后,台车需要退出工作面时,采用轨道(或履带式)走行方式进行移动。操作移动时,应严格遵守以下注意事项:After completing a cycle operation, when the trolley needs to exit the working face, it moves by way of track (or crawler). When operating the mobile, the following precautions should be strictly observed:

(1)首先应先将下层平台降至最底部锁紧,其上层工作平台也应降至底部固定;(1) Firstly, the lower platform should be lowered to the bottom and locked, and the upper working platform should also be lowered to the bottom and fixed;

(2)再启动走行电机减速器的驱动机构使其缓慢行走,退离掌子面约20-30米固定停放处;(2) Restart the driving mechanism of the travel motor reducer to make it walk slowly, and retreat to a fixed parking place about 20-30 meters away from the face;

(3)停放到位后,此时应将下层工作平台操作提升至立柱的上部,保证台车门架腹内部的通行空间高度达到4.2米,再利用锁紧机构将其锁紧固定;(3) After being parked in place, the lower working platform should be lifted to the upper part of the column at this time to ensure that the height of the passage space inside the belly of the trolley mast reaches 4.2 meters, and then use the locking mechanism to lock and fix it;

(4)注意上下两层平台的中间不得有人员和超过规定高度的物件,确保人身和设备财产的安全。(4) Pay attention that there should be no personnel and objects exceeding the specified height in the middle of the upper and lower platforms to ensure the safety of people, equipment and property.

该作业车主要操作注意事项如下:The main precautions for operation of the work vehicle are as follows:

(1)在工作台的升降过程中应保证两工作台净空间距不小于1.8米(设计有保护装置);(1) During the lifting process of the workbench, the clear space between the two workbenches should be guaranteed to be not less than 1.8 meters (designed with protective devices);

(2)注意上下两层平台的中间不得有人员和超过规定高度的物件,确保人身和设备财产的安全;(2) Pay attention that there should be no personnel and objects exceeding the specified height in the middle of the upper and lower platforms to ensure the safety of personal and equipment property;

(3)作业车停放时应将下层工作平台操作提升至上部,以保证台车门架腹内的最大高度达到4.2米,然后锁紧。(3) When the work vehicle is parked, the lower working platform should be lifted to the upper part to ensure that the maximum height inside the belly of the trolley mast reaches 4.2 meters, and then locked.

本发明提供的隧道施工作业车,其结构特征是作业车的前门架和后门架采用了不同的结构设计,也分别由不同结构设计的主梁连接,从而使主升降平台的内部扩展和升降行程得以保证。作业车的整体结构合理,稳定可靠,承载能力较强,适合于隧道内的安装调整与使用操作。作业车的两升降工作平台分别也采用了不同的升降方式。其中,主升降平台为连续整体平台,具有独立的升降机构,实现作业平台的升降和钻机的横移功能,解决了传统作业台架的固定结构形式,造成隧道的中心区域(因通行装载机等车辆需要,门架内净空部分无法进行作业的盲区)施工受限的问题,实现了全断面无盲区的钻孔要求。此外,还根据隧道侧壁断面的曲线变化,主升降平台的外侧宽度台板设计有伸缩或折叠部分,以便于适应隧道断面的宽度变化和台车的行走移动,在实际操作中应按操作规程,统一协调操作。进一步的,升降工作台除安装多台钻机外,还能搭载多台的注浆设备及其施作的辅件等物资材料,并能方便的完成预加固施工所必须的加固件的安装、注浆等操作。在设计方面采用优化集成技术,达到结构科学、实用,制作便利,成本合理的要求。The tunnel construction operation vehicle provided by the present invention has a structural feature that the front door frame and the rear door frame of the operation vehicle adopt different structural designs, and are also connected by main beams of different structural designs, so that the internal expansion of the main lifting platform and the lifting stroke be guaranteed. The overall structure of the work vehicle is reasonable, stable and reliable, and has a strong bearing capacity, which is suitable for installation, adjustment and operation in the tunnel. The two lifting working platforms of the work vehicle also adopt different lifting methods. Among them, the main lifting platform is a continuous integral platform with an independent lifting mechanism, which realizes the lifting of the working platform and the lateral movement of the drilling rig, and solves the problem of the fixed structure of the traditional working platform. The vehicle needs, the blind area where the clearance part in the mast cannot be operated) the construction is limited, and the drilling requirement of the full section without blind area is realized. In addition, according to the curve change of the tunnel side wall section, the outer width platen of the main lifting platform is designed with a telescopic or folding part, so as to adapt to the width change of the tunnel section and the walking movement of the trolley. In actual operation, the operation rules should be followed. , unified and coordinated operations. Furthermore, in addition to installing multiple drilling rigs, the lifting workbench can also carry multiple sets of grouting equipment and auxiliary parts and other materials, and can easily complete the installation and injection of reinforcements necessary for pre-reinforcement construction. Slurry and other operations. In terms of design, optimized integration technology is adopted to meet the requirements of scientific structure, practicality, convenient production and reasonable cost.

总体说来,本发明的隧道施工作业车具有以下技术特点:(1)大跨距提升轮架机构,满足了框架式宽大升降平台的结构要求和提高承载能力的要求;(2)台车主体门架的不同结构的特殊设计及连接组合形式,保证了工作平台的扩展空间;(3)采用独特提升装置,提高作业平台的大范围的升降行程,能有效保证全高度行程的作业范围;(4)采用全液压升降系统,举升能力大,操控更加便利。而上层平台结构为油缸顶升形式,则简单易行。Generally speaking, the tunnel construction operation vehicle of the present invention has the following technical characteristics: (1) The large-span lifting wheel frame mechanism meets the structural requirements of the frame-type wide lifting platform and the requirements for improving the carrying capacity; (2) The main body of the trolley The special design and connection combination of different structures of the mast ensure the expansion space of the working platform; (3) The unique lifting device is used to improve the large-scale lifting stroke of the working platform, which can effectively ensure the working range of the full-height stroke; ( 4) It adopts full hydraulic lifting system, which has large lifting capacity and more convenient operation. The upper platform structure is in the form of oil cylinder jacking, which is simple and easy.

本领域的普通技术人员将会意识到,这里所述的实施例是为了帮助读者理解本发明的原理,应被理解为本发明的保护范围并不局限于这样的特别陈述和实施例。本领域的普通技术人员可以根据本发明公开的这些技术启示做出各种不脱离本发明实质的其它各种具体变形和组合,这些变形和组合仍然在本发明的保护范围内。Those skilled in the art will appreciate that the embodiments described here are to help readers understand the principles of the present invention, and it should be understood that the protection scope of the present invention is not limited to such specific statements and embodiments. Those skilled in the art can make various other specific modifications and combinations based on the technical revelations disclosed in the present invention without departing from the essence of the present invention, and these modifications and combinations are still within the protection scope of the present invention.

Claims (7)

1. a kind of constructing tunnel Operation Van, it is characterised in that: including trolley rack (1), top hoistable platform (3), roof panel lifting System (5), travel driving system (6), main control system (7) and several bench drill machines (8);
It is also flat with jacking drop that the roof panel jacking system (5) is installed on the roof panel jacking system (5) on trolley rack (1) Platform (3) is connected to drive top hoistable platform (3) to move up and down;
Guide rail is provided on the top hoistable platform (3), the drilling machine (8) is slidably connected with guide rail;
The travel driving system (6) is installed on trolley rack (1) bottom to drive Operation Van's movement, the main control system (7) control Operation Van lifting executes.
2. constructing tunnel Operation Van according to claim 1, it is characterised in that: the roof panel jacking system (5) includes Several groups are set to trolley rack (1) and push up the top lifting assembly between hoistable platform (3), and the top lifting assembly includes guiding Column fixing pipe (501), jacking guide post (502) and jacking cylinder (504), the guide post fixing pipe (501) are set to platform On vehicle device frame (1), the jacking cylinder (504) is set in guide post fixing pipe (501), and jacking guide post (502) is set to At the top of jacking cylinder (504) and its end is fixedly connected with top hoistable platform (3).
3. constructing tunnel Operation Van according to claim 1, it is characterised in that: the top hoistable platform (3) is by cross-arm (301), roof panel attachment beam (302), diagonal brace (303), intermediate I-steel (304), lateral connection channel steel (305), longitudinal I-shaped The tower structure that steel (306), perpendicular attachment beam (307), backing plate (308), stiffener plate (309), cantilever beam (310) are constituted.
4. constructing tunnel Operation Van according to claim 1, it is characterised in that: the trolley rack (1) includes front door frame (101), rear door frame (102), and it is respectively arranged at the upper longitudinal beam (106) of top two sides between front door frame (101) and back frame With the lower stringer (103) of two sides of the bottom, transversely it is respectively equipped with several top bracings with longitudinal and connects between the upper longitudinal beam (106) Crossbeam (108) and top bracing longitudinal beam connected (107) are connect, a plurality of uprights are equipped between upper longitudinal beam (106) and lower stringer (103) One, column is equipped between the adjacent columns one and between front door frame (101), rear door frame (102) and neighbouring column one Attachment beam.
5. constructing tunnel Operation Van according to claim 5, it is characterised in that: the front door frame (101) includes door type Frame one, the door type frame one are made of column two (1011) and preceding main beam, and the preceding main beam by setting from top to bottom The connecting cross beam one (1012) and web beam one (1013) set are constituted, and the front end face of the preceding main beam is additionally provided with end connection Beam (109).
6. constructing tunnel Operation Van according to claim 5, it is characterised in that: door frame (102) includes door type after described Frame two, the door type frame two are made of column three (1026) and rear main beam, rear main beam and column three (1026) it Between be also symmetrically arranged with two big diagonal brace (1021), be equipped with horizontal brace (1022) between big diagonal brace (1021), big diagonal brace (1021) Be additionally provided with auxiliary support (1023) in the left/right of door type frame between angle, it is described after main beam by the company that is arranged from top to bottom It connects crossbeam two (1025) and web beam two (1024) is constituted.
7. -6 any constructing tunnel Operation Van according to claim 1, it is characterised in that: top hoistable platform (3) Edge is equipped with protective fence (205), offers protective fence door on protective fence.
CN201811042123.6A 2018-09-07 2018-09-07 A tunnel construction vehicle Pending CN108952749A (en)

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