CN108756960A - A kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device - Google Patents

A kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device Download PDF

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Publication number
CN108756960A
CN108756960A CN201810854180.8A CN201810854180A CN108756960A CN 108756960 A CN108756960 A CN 108756960A CN 201810854180 A CN201810854180 A CN 201810854180A CN 108756960 A CN108756960 A CN 108756960A
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China
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reinforcing bar
trolley
steel bar
steel
door frame
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CN201810854180.8A
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Chinese (zh)
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黄高飞
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Luoyang Fly Bridge Machinery Co Ltd
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Luoyang Fly Bridge Machinery Co Ltd
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Priority to CN201810854180.8A priority Critical patent/CN108756960A/en
Publication of CN108756960A publication Critical patent/CN108756960A/en
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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
    • 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
    • E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
    • E21D11/381—Setting apparatus or devices

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Geology (AREA)
  • Lining And Supports For Tunnels (AREA)

Abstract

A kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device,Steel bar hanger correspondence is fixed first between the rotation hanger of a pair of of dossal trolley,Then the reinforcing bar placed on ground is passed through to the reinforced steel bar perforation of reinforcing bar carding by root,Then again by reinforcing bar fixation corresponding with the steel holding holes in reinforcing bar fixing card,Start drive car at this time,Drive car drives dossal trolley to be moved along trolley track,Steel bar hanger movement is driven while dossal trolley moves,Steel bar hanger drives reinforced steel bar ring frame body to be moved,When dossal trolley is moved to the other side of door frame from the side of door frame,Complete the laying work of splash guard reinforcing bar,After the laying work for completing splash guard reinforcing bar,It only needs the Steel bar hanger between the rotation hanger of a pair of of dossal trolley being replaced with splash guard,The laying work of splash guard can be completed,The splash guard reinforcing bar and dossal that the present invention is laid with are smooth,It improves and is laid with splash guard reinforcing bar operating efficiency.

Description

A kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device
Technical field
The present invention relates to tunnel special mechanical equipment field, especially a kind of anchor bar of waterproof plate in tunnels is laid with and reinforcing bar positioning is promoted The application method of device.
Background technology
Currently, during constructing tunnel, the tunnel constructed using composite lining, in order to ensure Tunnel Second Lining Supporting quality needs to be laid with splash guard first and splash guard reinforcing bar carries out carrying out water-proofing treatment to tunnel, so before secondary lining Uniform gunite concrete carries out support reinforcement on splash guard reinforcing bar afterwards, utilizes the strong feature of concrete anti-compression performance, Yi Jifang The characteristics of water slab muscle pull resistance, increase the integer support intensity in tunnel, splash guard reinforcing bar needs before gunite concrete Horizontal and vertical whole is connected as an entirety on splash guard reinforcing bar, just can ensure that the pull resistance of splash guard reinforcing bar, waterproof slab Muscle, due to being influenced by tunnel height, can not carry out manual work, need in tunnel platform when carrying out horizontal and vertical and connection Job platform is built on vehicle temporarily to construct, here it is the main method of current composite lining tunnel construction, use is this When method is constructed, needs to build a large amount of simple platform, manually carries out operation, not only waste a large amount of production time, And cause the labor intensity of worker big, the problems such as danger coefficient is high, when being manually laid with splash guard reinforcing bar, inevitably There are certain errors, therefore how to solve composite lining tunnel construction and need largely to build simple platform, and how to solve Certainly splash guard and splash guard reinforcing bar are laid with uneven, the problem of influencing tunnel integral strength, become insoluble for a long time Technical barrier.
In view of the foregoing, a kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device is now developed.
Invention content
Purpose of the invention is to overcome the shortcomings in the prior art, solves to need to build a large amount of letter when constructing tunnel Easy platform causes the labor intensity of worker big, the high problem of danger coefficient, and solves splash guard and the laying of splash guard reinforcing bar not Uniformly, the problem of influencing tunnel integral strength, provides a kind of user of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device Method, the configuration of the present invention is simple, the splash guard reinforcing bar and dossal of laying are smooth, greatly improve and are laid with splash guard reinforcing bar operation effect Rate.
The present invention to achieve the goals above, adopts the following technical scheme that：A kind of anchor bar of waterproof plate in tunnels is laid with and reinforcing bar positioning The application method of lifting device, the anchor bar of waterproof plate in tunnels be laid with and reinforcing bar position lifting device, be by：Door frame, Tong Liang, bottom Beam, upper frame, walking mechanism, track, trolley track, dossal trolley, drive car, steel wire rope, traction wheel, directive wheel, behaviour Make platform, reinforcing bar locating wheel, carding fixed frame, reinforcing bar carding, Steel bar hanger, reinforcing bar fixing card, connecting rod to constitute；Tunnel is anti- Water plate reinforcement trolley at least three door frames of setting, the portal frame that door frame is constituted for two root posts top setting beam welding, three A door frame is followed successively by front door frame, middle door frame, rear door frame from front to back；The column bottom of three door frame both sides is respectively provided with bottom girder, and three Logical beam is welded in top, middle part, the lower part of a door frame both sides, is arranged upper frame above the crossbeam of front door frame and middle door frame, door frame and Upper frame collectively forms the frame of anchor bar of waterproof plate in tunnels reinforcement trolley；Walking mechanism is respectively provided on the column of front door frame and rear door frame, row It walks and track is set below the wheel of mechanism, the anchor bar of waterproof plate in tunnels reinforcement trolley frame is moved by walking mechanism before and after track Driving mechanism dynamic, that the periphery setting splash guard of anchor bar of waterproof plate in tunnels reinforcement trolley frame is laid with and reinforcing bar positioning is promoted；
The splash guard is laid with and the structure of the driving mechanism of reinforcing bar positioning promotion is：The top of front door frame and middle door frame and The trolley track of a pair of of arc of external setting of both sides, the company of being respectively set between a pair of of trolley track and front door frame and middle door frame Bar is symmetrical arranged two dossal trolleies on the slideway of a pair of of trolley track, Steel bar hanger is arranged between two dossal trolleies；It is a pair of Traction wheel is uniformly distributed on trolley track, the traction wheel on a pair of of trolley track is arranged symmetrically, the cross of front door frame and middle door frame It is symmetrical arranged two drive cars above beam, driving wheel, front door is respectively set on the output shaft of two drive cars Symmetrical directive wheel on the frame body of frame and middle door frame, on the driving wheel, front door frame and middle door frame frame body on drive car Directive wheel, winding setting steel wire rope respectively on the traction wheel on a pair of of trolley track, a pair of of steel wire rope is set as cyclic annular, a pair of Both ends of the end of steel wire rope respectively with two dossal trolleies are correspondingly connected with, and the paving that reinforcing bar is positioned, promoted is arranged in Steel bar hanger If mechanism；
The reinforcing bar positions, the structure of the laying mechanism of promotion is：It is symmetrically set on front door frame and the logical beam of middle door frame both sides Operating platform is set, reinforcing bar locating wheel is arranged in the one side edge of operating platform；Longitudinal reinforcing bar is uniformly distributed in Steel bar hanger to fix Block, reserved steel bar mounting hole in reinforcing bar fixing card, reinforcing bar is set in steel holding holes；The bottom surface of the bottom girder of front door frame and middle door frame Upper setting carding fixed frame is uniformly distributed longitudinal reinforcing bar carding in the frame of carding fixed frame, and reinforcing bar carding is Cylinder hollow pipe, reserved steel bar perforation on reinforcing bar carding, reinforced steel bar perforation corresponds to steel holding holes and is arranged, on the crossbeam of upper frame Two pairs of mandrils are vertically arranged between trolley track, the top of two pairs of mandrils is respectively provided with reinforcing bar locating wheel；
When reinforcing bar laying construction, Steel bar hanger correspondence is fixed first between the rotation hanger of a pair of of dossal trolley, Then the reinforcing bar placed on ground is passed through to the reinforced steel bar perforation of reinforcing bar carding by root, it then again will be on reinforcing bar and reinforcing bar fixing card Steel holding holes correspond to and fix, start drive car at this time, drive cricoid steel wire rope to move by drive car It is dynamic.
While drive car drives cricoid steel wire rope movement, steel wire rope is driven by traction wheel and directive wheel and is hung Cloth trolley is moved along trolley track, and Steel bar hanger movement, reinforcing bar are moved by rotating suspension armband while dossal trolley moves When lifting appliance moving, reinforced steel bar ring frame body is driven to be moved, reinforcing bar passes through the steel of operating platform one side edge in the process of moving Muscle locating wheel dredges reinforcing bar, while can play the role of mitigating reinforcing bar resistance when the rotation of reinforcing bar locating wheel, works as dossal When trolley is moved to the other side of door frame from the side of door frame, the laying work of splash guard reinforcing bar is completed.
After the laying work for completing splash guard reinforcing bar, operating personnel station carries out binding binding in operating platform；It is laid with waterproof When plate, it is only necessary to the Steel bar hanger between the rotation hanger of a pair of of dossal trolley are replaced with splash guard, then repeat above-mentioned step The rapid laying work that splash guard can be completed drives tunnel after one section of engineering construction in tunnel finishes by walking mechanism Road lining trolley frame marches to next section of job location along track, then repeats the above steps and constructs.
The beneficial effects of the invention are as follows：The configuration of the present invention is simple, strong operability, the splash guard reinforcing bar and dossal of laying are flat It is whole, it is easy to use, it greatly improves and is laid with splash guard reinforcing bar operating efficiency, reduce cost of labor, reduce the labour of worker Intensity improves splash guard reinforcing bar laying quality, is appropriate for promoting the use of.
Description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is general assembly structural schematic diagram；
Fig. 2 is the side structure schematic view of Fig. 1；
In Fig. 1,2：Door frame 1, logical beam 1.1, bottom girder 1.2, upper frame 2, walking mechanism 3, track 4, trolley track 5, dossal are small Vehicle 6, drive car 7, steel wire rope 71, traction wheel 8, directive wheel 81, operating platform 9, reinforcing bar locating wheel 10, carding are fixed Frame 11, reinforcing bar carding 12, Steel bar hanger 13, reinforcing bar fixing card 14, connecting rod 15.
Specific implementation mode
With reference to embodiment, invention is further described in detail with specific implementation mode：
Embodiment 1
At least three door frames 1 are arranged in anchor bar of waterproof plate in tunnels reinforcement trolley, and door frame 1 is that beam welding structure is arranged in two root posts top At portal frame, three door frames 1 are followed successively by front door frame, middle door frame, rear door frame from front to back；The column of three 1 both sides of door frame Bottom is respectively provided with bottom girder 1.2, and logical beam 1.1 is welded in top, middle part, the lower part of three 1 both sides of door frame, front door frame and middle door frame Upper frame 2 is set above crossbeam, and door frame 1 and upper frame 2 collectively form the frame of anchor bar of waterproof plate in tunnels reinforcement trolley；Front door frame and rear door frame Column on be respectively provided with walking mechanism 3, track 4, the anchor bar of waterproof plate in tunnels reinforcement trolley frame are set below the wheel of walking mechanism 3 Frame is moved forward and backward by walking mechanism 3 along track 4, and the periphery setting splash guard of anchor bar of waterproof plate in tunnels reinforcement trolley frame is laid with and steel The driving mechanism that muscle positioning is promoted；
The splash guard is laid with and the structure of the driving mechanism of reinforcing bar positioning promotion is：The top of front door frame and middle door frame and The trolley track 5 of a pair of of arc of external setting of both sides, the company of being respectively set between a pair of of trolley track 5 and front door frame and middle door frame Bar 15 is symmetrical arranged two dossal trolleies 6 on the slideway of a pair of of trolley track 5, Steel bar hanger is arranged between two dossal trolleies 6 13；Traction wheel 8 is uniformly distributed on a pair of of trolley track 5, the traction wheel 8 on a pair of of trolley track 5 be it is arranged symmetrically, front door frame and It is symmetrical arranged two drive cars 7 above the crossbeam of middle door frame, is respectively set on the output shaft of two drive cars 7 Symmetrical directive wheel 81 on the frame body of driving wheel, front door frame and middle door frame, driving wheel, front door frame on drive car 7 Setting steel wire rope 71 is wound respectively on the directive wheel 81 on middle door frame frame body, the traction wheel 8 on a pair of of trolley track 5, it is a pair of Steel wire rope 71 is set as cyclic annular, and the both ends of the end of a pair of of steel wire rope 71 respectively with two dossal trolleies 6 are correspondingly connected with, and reinforcing bar is hung The laying mechanism that setting reinforcing bar is positioned, promoted on tool 13；
The reinforcing bar positions, the structure of the laying mechanism of promotion is：It is symmetrical on front door frame and the logical beam 1.1 of middle door frame both sides Operating platform 9, the one side edge setting reinforcing bar locating wheel 10 of operating platform 9 are set；It is uniformly distributed in Steel bar hanger 13 longitudinal Reinforcing bar is arranged in steel holding holes in reinforcing bar fixing card 14, reserved steel bar mounting hole in reinforcing bar fixing card 14；Front door frame and middle door frame Bottom girder 1.2 bottom surface on setting carding fixed frame 11, be uniformly distributed longitudinal reinforcing bar in the frame of carding fixed frame 11 Carding 12, reinforcing bar carding 12 are cylinder hollow pipe, and reserved steel bar perforation, reinforced steel bar perforation correspond to steel on reinforcing bar carding 12 Muscle mounting hole is arranged, and two pairs of mandrils is vertically arranged between trolley track 5 on the crossbeam of upper frame 2, the top of two pairs of mandrils is all provided with Set reinforcing bar locating wheel 10；
When reinforcing bar laying construction, Steel bar hanger 13 is corresponded to first between the rotation hanger of a pair of of dossal trolley 6 and is fixed It is good, then the reinforcing bar placed on ground by root is passed through to the reinforced steel bar perforation of reinforcing bar carding 12, then again consolidate reinforcing bar and reinforcing bar Surely the steel holding holes on card 14, which correspond to, fixes, and starts drive car 7 at this time, ring-type is driven by drive car 7 Steel wire rope 71 move.
While drive car 7 drives cricoid steel wire rope 71 to move, steel wire rope 71 passes through traction wheel 8 and directive wheel 81 drive dossal trolleies 6 are moved along trolley track 5, are moved reinforcing bar by rotating suspension armband while dossal trolley 6 moves and are hung 13 movement of tool, when Steel bar hanger 13 moves, drives reinforced steel bar ring frame body to be moved, and reinforcing bar is flat by operating in the process of moving The reinforcing bar locating wheel 10 of platform one side edge dredges reinforcing bar, while can play mitigation reinforcing bar when the rotation of reinforcing bar locating wheel 10 The effect of resistance completes the laying of splash guard reinforcing bar when dossal trolley 6 is moved to the other side of door frame 1 from the side of door frame 1 Work.
After the laying work for completing splash guard reinforcing bar, operating personnel station carries out binding binding in operating platform 9；It is laid with waterproof When plate, it is only necessary to the Steel bar hanger 13 between the rotation hanger of a pair of of dossal trolley 6 are replaced with splash guard, then repeated above-mentioned The laying work of splash guard can be completed in step, after one section of engineering construction in tunnel finishes, is driven by walking mechanism 3 Tunnel lining trolley frame marches to next section of job location along track 4, then repeats the above steps and constructs.

Claims (3)

1.一种隧道防水板铺设和钢筋定位提升装置的使用方法，所述的隧道防水板铺设和钢筋定位提升装置，是由门架(1)、通梁(1.1)、底梁(1.2)、顶架(2)、行走机构(3)、轨道(4)、小车轨道(5)、挂布小车(6)、小车驱动装置(7)、钢丝绳(71)、牵引轮(8)、导向轮(81)，操作平台(9)、钢筋定位轮(10)、梳理器固定架(11)、钢筋梳理器(12)、钢筋吊具(13)、钢筋固定卡(14)、连杆(15)构成；其特征在于：隧道防水板钢筋台车设置至少三个门架(1)，门架(1)为两根立柱顶端设置横梁焊接构成的门式框架，三个门架(1)由前至后依次为前门架、中门架、后门架；三个门架(1)两侧的立柱底部均设置底梁(1.2)，三个门架(1)两侧的上部、中部、下部均焊接通梁(1.1)，前门架和中门架的横梁上方设置顶架(2)，门架(1)和顶架(2)共同构成隧道防水板钢筋台车的框架；前门架和后门架的立柱上均设置行走机构(3)，行走机构(3)的车轮下方设置轨道(4)，所述隧道防水板钢筋台车框架通过行走机构(3)沿轨道(4)前后移动，隧道防水板钢筋台车框架的外周设置防水板铺设和钢筋定位提升的驱动机构；1. A method for laying tunnel waterproof boards and reinforcing bar positioning lifting device, said tunnel waterproofing board laying and reinforcing bar positioning lifting device is composed of door frame (1), through beam (1.1), bottom beam (1.2), Top frame (2), traveling mechanism (3), track (4), trolley track (5), hanging cloth trolley (6), trolley driving device (7), steel wire rope (71), traction wheel (8), guide wheel (81), operating platform (9), steel bar locating wheel (10), carding device holder (11), steel bar carding device (12), steel bar hanger (13), steel bar fixing card (14), connecting rod (15 ) is composed of; it is characterized in that: the tunnel waterproof plate reinforcement trolley is provided with at least three portal frames (1), and the portal frame (1) is a portal frame formed by welding crossbeams at the tops of two columns, and the three portal frames (1) are composed of From front to back, there are front mast, middle mast, and rear mast in sequence; bottom beams (1.2) are installed at the bottom of the columns on both sides of the three masts (1), and the upper, middle and lower parts of the three masts (1) are The through-beams (1.1) are all welded, and the top frame (2) is arranged above the cross beams of the front door frame and the middle door frame. The running gear (3) is arranged on the columns of the frame, and the track (4) is set under the wheel of the running gear (3). The outer periphery of the frame of the waterproof board reinforcement trolley is provided with a driving mechanism for laying waterproof boards and positioning and lifting steel bars; 所述防水板铺设和钢筋定位提升的驱动机构的结构为：前门架和中门架的顶部和两侧的外部设置一对弧形的小车轨道(5)，一对小车轨道(5)与前门架和中门架之间分别设置连杆(15)，一对小车轨道(5)的滑道上对称设置两个挂布小车(6)，两个挂布小车(6)之间设置钢筋吊具(13)；一对小车轨道(5)上均匀分布牵引轮(8)，一对小车轨道(5)上的牵引轮(8)为对称设置，前门架和中门架的横梁上面对称设置两个小车驱动装置(7)，两个小车驱动装置(7)的输出轴上分别设置驱动轮，前门架和中门架的架体上对称分布导向轮(81)，小车驱动装置(7)上的驱动轮、前门架和中门架架体上的导向轮(81)、一对小车轨道(5)上的牵引轮(8)上分别缠绕设置钢丝绳(71)，一对钢丝绳(71)设置为环状，一对钢丝绳(71)的末端分别与两个挂布小车(6)的两端对应连接，钢筋吊具(13)上设置钢筋定位、提升的铺设机构；The structure of the drive mechanism for laying waterproof boards and reinforcing bar positioning and lifting is as follows: a pair of arc-shaped trolley tracks (5) are arranged on the top and both sides of the front mast and the middle mast, and the pair of trolley tracks (5) are connected to the front door. Connecting rods (15) are respectively arranged between the frame and the middle mast, two hanging cloth trolleys (6) are arranged symmetrically on the slideways of a pair of trolley rails (5), and steel bar hangers are arranged between the two hanging cloth trolleys (6). (13); On a pair of trolley tracks (5), the traction wheels (8) are evenly distributed, and the traction wheels (8) on a pair of trolley tracks (5) are symmetrically arranged, and two symmetrically are arranged above the crossbeam of the front mast and the middle mast. Two trolley driving devices (7), drive wheels are respectively arranged on the output shafts of the two trolley driving devices (7), guide wheels (81) are symmetrically distributed on the frames of the front mast and the middle mast, and on the trolley driving device (7) The driving wheel of the drive wheel, the guide wheel (81) on the front door frame and the middle door frame body, and the traction wheel (8) on a pair of trolley tracks (5) are respectively wound with steel wire ropes (71), and a pair of steel wire ropes (71) are set It is ring-shaped, and the ends of a pair of steel wire ropes (71) are correspondingly connected with the two ends of the two hanging cloth trolleys (6), and the steel bar spreader (13) is provided with a laying mechanism for positioning and lifting the steel bars; 所述钢筋定位、提升的铺设机构的结构为：前门架和中门架两侧的通梁(1.1)上对称设置操作平台(9)，操作平台(9)的一侧边缘设置钢筋定位轮(10)；钢筋吊具(13)上均匀分布纵向的钢筋固定卡(14)，钢筋固定卡(14)上预留钢筋固定孔，钢筋固定孔中设置钢筋；前门架和中门架的底梁(1.2)的底面上设置梳理器固定架(11)，梳理器固定架(11)的框架内均匀分布纵向的钢筋梳理器(12)，钢筋梳理器(12)为圆柱体空心管，钢筋梳理器(12)上预留钢筋穿孔，钢筋穿孔对应钢筋固定孔设置，顶架(2)的横梁上与小车轨道(5)之间垂直设置两对顶杆，两对顶杆的顶端均设置钢筋定位轮(10)；The structure of the laying mechanism for positioning and lifting of the reinforcing bars is as follows: an operating platform (9) is arranged symmetrically on the beams (1.1) on both sides of the front door frame and the middle door frame, and a reinforcing bar positioning wheel ( 10); on the steel bar spreader (13), the longitudinal steel bar fixing clips (14) are evenly distributed, and the steel bar fixing holes are reserved on the steel bar fixing cards (14), and the steel bars are arranged in the steel bar fixing holes; the bottom beams of the front door frame and the middle door frame The bottom surface of (1.2) is provided with carding device fixed mount (11), and in the framework of carding device fixed mount (11) uniformly distributes longitudinal reinforcing bar carding device (12), reinforcing bar carding device (12) is cylindrical hollow tube, and reinforcing bar carding Rebar perforation is reserved on the device (12), and the perforation of the steel bar is set corresponding to the fixing hole of the steel bar. Two pairs of ejector rods are vertically arranged between the beam of the top frame (2) and the trolley track (5), and steel bars are arranged on the top of the two pairs of ejector rods. positioning wheel (10); 钢筋铺设施工时，首先在一对挂布小车(6)的旋转挂臂之间将钢筋吊具(13)对应固定好，然后将地面上放置的钢筋逐根穿过钢筋梳理器(12)的钢筋穿孔，然后再将钢筋与钢筋固定卡(14)上的钢筋固定孔对应固定，此时启动小车驱动装置(7)，通过小车驱动装置(7)带动环状的钢丝绳(71)移动。During the laying of steel bars, at first fix the steel bar hangers (13) correspondingly between the rotating arms of a pair of hanging cloth trolleys (6), and then pass the steel bars placed on the ground through the steel bar comber (12) one by one. Reinforcing bar is perforated, then reinforcing bar is correspondingly fixed with the reinforcing bar fixing hole on the reinforcing bar fixing card (14), this moment starts dolly driving device (7), drives ring-shaped wire rope (71) to move by dolly driving device (7). 2.根据权利要求1所述的一种隧道防水板铺设和钢筋定位提升装置的使用方法，其特征在于：小车驱动装置(7)带动环状的钢丝绳(71)移动的同时，钢丝绳(71)通过牵引轮(8)和导向轮(81)带动挂布小车(6)沿小车轨道(5)进行移动，挂布小车(6)移动的同时通过旋转挂臂带动钢筋吊具(13)移动，钢筋吊具(13)移动时，带动钢筋环架体进行移动，钢筋在移动的过程中通过操作平台一侧边缘的钢筋定位轮(10)对钢筋进行疏导，同时钢筋定位轮(10)转动时能够起到减轻钢筋阻力的作用，当挂布小车(6)从门架(1)的一侧移动到门架(1)的另一侧时，完成防水板钢筋的铺设工作。2. A method for laying tunnel waterproof boards and reinforcing bar positioning and lifting devices according to claim 1, characterized in that: when the trolley driving device (7) drives the annular steel wire rope (71) to move, the steel wire rope (71) The hanging cloth trolley (6) is driven to move along the trolley track (5) by the traction wheel (8) and the guide wheel (81), and the hanging cloth trolley (6) drives the steel bar hanger (13) to move by rotating the hanging arm at the same time, When the steel bar hanger (13) moves, it drives the steel bar ring frame to move, and the steel bar is dredged by the steel bar positioning wheel (10) on the side edge of the operating platform during the moving process. Can play the effect of alleviating steel bar resistance, when hanging cloth dolly (6) moves to the other side of door frame (1) from one side of door frame (1), finish the laying work of waterproof board steel bar. 3.根据权利要求1所述的一种隧道防水板铺设和钢筋定位提升装置的使用方法，其特征在于：完成防水板钢筋的铺设工作后，作业人员站在操作平台(9)进行绑扎捆绑；铺设防水板时，只需要将一对挂布小车(6)的旋转挂臂之间的钢筋吊具(13)更换成防水板，然后重复上述步骤即可完成防水板的铺设工作，当隧道内的一段工程施工完毕以后，通过行走机构(3)带动隧道衬砌台车框架沿轨道(4)行进至下一段施工地点，然后重复上述步骤进行施工。3. The method for laying a tunnel waterproof board and the positioning and lifting device for reinforcing bars according to claim 1, characterized in that: after the laying of waterproof board reinforcing bars is completed, the operator stands on the operating platform (9) to perform binding and binding; When laying the waterproof board, it is only necessary to replace the steel bar spreader (13) between the rotating arms of a pair of hanging cloth trolleys (6) with a waterproof board, and then repeat the above steps to complete the laying of the waterproof board. After the construction of a section of the project is completed, the traveling mechanism (3) drives the frame of the tunnel lining trolley along the track (4) to advance to the construction site of the next section, and then repeats the above steps for construction.
CN201810854180.8A 2018-07-30 2018-07-30 A kind of application method of anchor bar of waterproof plate in tunnels laying and reinforcing bar positioning lifting device Pending CN108756960A (en)

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Application publication date: 20181106