CN101712323B - Movable wheel type trolley supporting system for long-distance overlapping shield tunnel of small clear distance - Google Patents

Movable wheel type trolley supporting system for long-distance overlapping shield tunnel of small clear distance Download PDF

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Publication number
CN101712323B
CN101712323B CN200910219541A CN200910219541A CN101712323B CN 101712323 B CN101712323 B CN 101712323B CN 200910219541 A CN200910219541 A CN 200910219541A CN 200910219541 A CN200910219541 A CN 200910219541A CN 101712323 B CN101712323 B CN 101712323B
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wheeled
shield tunnel
clock
wheel type
laid
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CN101712323A (en
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涂齐亮
薛永茂
王江卡
李霄辉
郭平
周志明
裴宝林
秦永宏
牛业新
张部令
孙宏斌
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China Railway First Engineering Group Co Ltd
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China Railway First Engineering Group Co Ltd
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Abstract

The invention discloses a movable wheel type trolley supporting system for a long-distance overlapping shield tunnel of small clear distance, comprising one or a plurality of groups of wheel type supporting trolleys with the same structure, wherein the groups of wheel type supporting trolleys can move back and forth on steel rails arranged in a constructed shield tunnel and are assembled into a whole by connecting bars; each wheel type supporting trolley comprises a trolley frame, a running mechanism and a plurality of supporting mechanisms transversely arranged on the trolley frame; each supporting mechanism comprises a plurality of wheel type supporting mechanisms and a plurality of pushing devices for supporting; the wheel type supporting mechanisms and the pushing devices are symmetrically arranged on the trolley frame; and the wheel type supporting mechanisms are arranged in the constructed shield tunnel along a circumferential direction and come into contact with circular concrete segments arranged on the inner wall of the shield tunnel. The trolley supporting system has the advantages of reasonable structure, convenient installation, simple use and operation and good use effect, overcomes the defects of difficult installation and dumping and the like of the traditional crossed supporting system while in continuous support, and greatly enhances the supporting efficiency.

Description

Long-distance overlapping shield tunnel of small clear distance is used movable wheel type trolley supporting system
Technical field
The invention belongs to the long-distance overlapping shield tunnel of small clear distance technical field of construction, especially relate to a kind of long-distance overlapping shield tunnel of small clear distance and use movable wheel type trolley supporting system.
Background technology
From the engineering practice of home and abroad, the case history of long-distance overlapping shield tunnel of small clear distance is few, and is mainly Parallel Tunnel or the overlapping cross tunnel engineering of short range low-angle.During the overlapping shield tunnel construction, because first built tunnel structure receives the influence of back row shield-tunneling construction, the tunnel structure in advance in the first the place ahead of shield can bear the bigger pressure influence of back row shield tunnel construction during the row tunneling shield construction of back, thereby can produce the song of disturbing to a certain degree; And can be because the off-load influence of back row tunneling shield through producing at distortion in the tunnel in advance at shield tail rear.Therefore influence each other for what overlapping tunnel was constructed, be necessary carrying out bracing reinforcement in the tunnel in advance, to reduce the adverse effect that back row constructing tunnel produces.
At present; For parallel shield tunnel or the overlapping cross tunnel engineering of short range low-angle; In the time of the construction of back row tunneling shield, in advance or the support system in the tunnel that has built up mainly be to take the cross bracing system, the thought of this support system mainly is to support with steel the tunnel of going ahead of the rest is reinforced; Help the section of jurisdiction to bear exterior pressure, with the distortion and the slip of control section of jurisdiction.Above-mentioned cross bracing system is mainly supported by steel loop, cross steel and 4 vertical I-beam sections are formed.Steel loop and cross steel support and are positioned at circumferential weld place, section of jurisdiction; Vertically steel support respectively 16 o'clock in the tunnel, 4 o'clock, 8 o'clock and 12 o'clock the position vertically arrange along the tunnel; All adopt bolted connection between steel loop, cross bracing and the vertical I-beam section, form the integrated support system.
In the actual use; The advantage of cross bracing system is simple in structure and definite functions; The thought of this support system mainly is to support with steel the tunnel of going ahead of the rest is reinforced, and helps the section of jurisdiction to bear exterior pressure, the distortion and the slip of control section of jurisdiction; But support for the little spacing overlapping shield tunnel of long distance, the installation of cross bracing system and the work of having bad luck are very difficult.To sum up, in the little spacing overlapping shield tunnel work progress of long distance, supporting uninterruptedly in the tunnel of how realizing going ahead of the rest is the key to the issue place.At present for the little spacing overlapping shield tunnel of long distance; Because row constructing tunnel in back produces the influence through the back off-load of bigger pressure and shield structure to section of jurisdiction in the first tunnel; Tunnel structure internal force can produce jumping phenomenon in advance; Therefore be necessary carrying out bracing reinforcement in the tunnel, and along with the continuous construction of back row tunneling shield, in tunnel in advance, realizing supporting uninterruptedly is the key of problem place in advance.
Summary of the invention
Technical matters to be solved by this invention is to above-mentioned deficiency of the prior art; Provide a kind of long-distance overlapping shield tunnel of small clear distance to use movable wheel type trolley supporting system; It is rational in infrastructure, installation is laid convenient and it is easy and simple to handle to use, result of use good, practical value is high; In continuous uninterrupted the support, overcome the existing installation of existing cross bracing system and had bad luck a very difficult problem such as difficulty of work, improved supporting efficiency greatly.
For solving the problems of the technologies described above; The technical scheme that the present invention adopts is: a kind of long-distance overlapping shield tunnel of small clear distance is used movable wheel type trolley supporting system; It is characterized in that: comprise and to accomplish the identical wheeled support chassis of one or more groups structure that move around on institute's steel rail laying in the shield tunnel constructing that organize in the wheeled support chassis the wheeled brace table of two adjacent groups workshop thick stick connects and the wheeled support chassis of said many groups is assembled into one through connecting thick stick through connecting more; Said wheeled support chassis comprises vehicle frame, be installed in said bottom of frame and can be at a plurality of traveling geaies that move around on the rail and laterally evenly be laid on the said vehicle frame and can accomplish the multiple tracks supporting mechanism that shield tunnel carry out firm support simultaneously to constructing; Said supporting mechanism comprises that the vertical axis of accomplishing shield tunnel to construct is that ejection device use in a plurality of wheeled supporting mechanism and the corresponding a plurality of supports that are laid in respectively between said a plurality of wheeled supporting mechanism and said vehicle frame that the line of centers symmetry is laid on the said vehicle frame, and a plurality of wheeled supporting mechanisms along the circumferential direction are laid in has constructed that to accomplish shield tunnel inner and all contact with the annular arrangement concrete pipe sheet that the completion shield tunnel inwall of constructing is mated formation.
Also comprise the locking position and the rear portion propelling unit that are installed in the identical wheeled support chassis rear portion of said one or more groups structure.
Said locking position and rear portion propelling unit comprise that the rear portion advances vehicle frame, is installed in a plurality of lock rail devices and left-right symmetric that said rear portion advances bottom of frame and is laid in said rear portion and advances a plurality of rear portions in vehicle frame and last group of wheeled brace table workshop to push ahead to use ejection device, and the installation site of said lock rail device is corresponding with the installation position of rail.
Said rear portion is pushed ahead and is used ejection device to be the back pipe bending cylinder; Said rear portion advances the vehicle frame front portion to be provided with the fixing back pipe bending cylinder seat beam of confession back pipe bending cylinder, and said last group of wheeled support chassis rear portion is provided with the crossbeam of the oil cylinder piston masthead portion installation that supplies the back pipe bending cylinder.
Said connection thick stick is dismantled and assembled connection thick stick; The wheeled brace table of two adjacent groups workshop is separately installed with a plurality of pushing ahead and uses ejection device, and said a plurality of car group is pushed ahead with the ejection device left-right symmetric and is laid between the wheeled support chassis of two adjacent groups.
Said car group is pushed ahead and is used ejection device to be car group pipe bending cylinder, and said car group pipe bending cylinder bottom is fixed on the vehicle frame of last group of wheeled support chassis and its oil cylinder piston masthead portion is installed on the vehicle frame of the one group of wheeled support chassis in back.
Said support uses ejection device to be support cylinder, and said support cylinder bottom is fixed on the said vehicle frame and its oil cylinder piston masthead portion is installed in wheeled supporting mechanism bottom.
Said wheeled supporting mechanism comprises a rubber wheel and a wheel carrier that supplies rubber wheel to install; The quantity of said a plurality of traveling geaies is four, and four walking structures are for being installed in four walking dollies at four drift angle places of said bottom of frame respectively.
The quantity of said a plurality of wheeled supporting mechanisms 5 is three and/or five; And five wheeled supporting mechanisms 5 be respectively be laid in annular arrangement concrete pipe sheet 9 o'clock of 15 in-to-ins, 11 o'clock, 12 o'clock, 1 o'clock and 3 o'clock five positions; The wheeled supporting mechanism 5 that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism 5-1 of central axis; Two wheeled supporting mechanisms 5 that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism 5-2 of stringcourse, and two wheeled supporting mechanisms 5 that are laid on 11 o'clock and the 1 o'clock orientation are 77 ° of wheeled supporting mechanism 5-3 of angle; Three wheeled supporting mechanisms 5 be respectively be laid in annular arrangement concrete pipe sheet 9 o'clock of 15 in-to-ins, 12 o'clock and 3 o'clock three orientation; The wheeled supporting mechanism 5 that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism 5-1 of central axis, and two wheeled supporting mechanisms 5 that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism 5-2 of stringcourse.
Comprising also that a plurality of sidepieces that left-right symmetric is installed in the anterior left and right sides of the identical wheeled support chassis of said one or more groups structure are pushed ahead uses ejection device.
The present invention compared with prior art has the following advantages:
1, simple and reasonable, installation is laid convenient and is used easy and simple to handle.
2, novel and reasonable design; Result of use is good and practical value is high, to the construction characteristic of the little clear distance shield structure overlapping tunnel of long distance, to the tunnel inner supporting body system of going ahead of the rest; Work out a kind of later-model movable wheel type trolley support system; This support system mainly is made up of 4 groups of wheeled support chassis and above-mentioned wheeled support chassis can be advanced on rail, and every joint chassis longitudinally is provided with supporting mechanism one at interval, adopts between the wheeled support chassis of two adjacent groups to connect integral body of the continuous formation of thick stick.Under the thrust of external force, the power of unloading does not realize the purpose that 4 groups of wheeled support chassis longitudinally move forward.In the actual use, the present invention can satisfy all requirements of the used support system of long-distance overlapping shield tunnel of small clear distance work progress, and moves forward very convenient in the construction and realized continuously uninterrupted the support.
3, widely applicable; Can effectively be suitable for to Parallel Tunnel and the tunnel that certain segment of curve is arranged and support; Because the present invention adopts hydraulic ram to make car group pushing tow and supports pushing tow; Because of the characteristic that oil cylinder had, thereby the present invention can satisfy the tangent line requirement of certain-length segment of curve, also can satisfy the support requirement for the tunnel that certain curved shape is arranged.
4, mode of operation is flexible, can adopt car load propulsion mode or bicycle group move mode, can the car load integral body that be assembled into one through the connection thick stick be moved forward in the practice of construction process; If car load advances in the time of can not realizing, then can adopt bicycle group move mode, every circulation time wheeled brace table car moved forward used the sands are running out in 20 minutes.
5, safe reliability is high; Wheeled support chassis will conscientiously be kept watch on the charging water gauge reading and change and each jack mode of operation in the support process; If unloading situation such as leakage of oil appear in certain oil cylinder; Then should close this oil cylinder immediately into and out of the oil circuit valve, Advise By Wire left side line shield machine stops driving immediately, behind trouble removal, can recover driving.
In sum; The present invention is rational in infrastructure, installation is laid convenient and it is easy and simple to handle to use, result of use good, practical value is high; Can realize the tunnel inner structure of going ahead of the rest is carried out continuously the uninterrupted purpose that supports, and when uninterruptedly supporting continuously, the present invention can satisfy all requirements of long-distance overlapping shield tunnel of small clear distance support system fully; Overcome the existing installation of cross bracing system and had bad luck a very difficult problem such as difficulty of work, improved supporting efficiency greatly.
Through accompanying drawing and embodiment, technical scheme of the present invention is done further detailed description below.
Description of drawings
Fig. 1 is a running condition reference diagram of the present invention.
Fig. 2 is the birds-eye view of Fig. 1.
Fig. 3 is the installation position scheme drawing of the wheeled supporting mechanism of the present invention.
Fig. 4 connects scheme drawing for the oil circuit of pushing tow cylinder Hydraulic Station of the present invention.
Fig. 5 connects scheme drawing for the oil circuit of shoring Hydraulic Station of the present invention.
Description of reference numerals:
The 1-walking dolly; Vehicle frame at the bottom of the 2-; The 3-column;
4-entablatrance frame; The wheeled supporting mechanism of 5-; Wheeled of 5-1-central axis
Support mechanism;
The wheeled support of the wheeled support machine 5-3-77 ° angle of 5-2-stringcourse 5-4-rubber wheel;
Structure; Mechanism;
5-5-props up wheel carrier; The 6-longeron; 7-top vehicle frame;
8-column diagonal brace; Eight characters support in the 9-; 10-props up the wheel carrier leading screw;
11-shoring Hydraulic Station; 11-1-oil scale one; 11-2-oil filter one;
11-3-motor one; The 11-4-gear type pump; 11-5-compression indicator one;
11-6-by pass valve one; 11-7-compression indicator two; The 11-8-hydraulic lock;
11-9-high-pressure ball valve one; 11-10-electromagnetic valve one; 12-pushing tow cylinder Hydraulic Station;
12-1-oil scale two; 12-2-oil filter two; 12-3-motor two;
The 12-4-plunger pump; 12-5-compression indicator three; 12-6-by pass valve two;
12-7-electromagnetic valve two; 13-lock rail device; The 14-rail;
The 15-concrete pipe sheet; The 16-A-frame; The 17-crossbeam;
Pipe bending cylinder seat beam behind the 18-; Pipe bending cylinder behind the 19-; 20-car group pipe bending cylinder;
The wheeled support chassis of 21-; Second group of wheeled support of first group of wheeled support 21-2-of 21-1-
Chassis; Chassis;
The 4th group of wheeled support 22-side pipe bending cylinder of the 3rd group of wheeled support 21-4-of 21-3-;
Chassis; Chassis;
The 23-support cylinder; 23-1-axis support cylinder; 23-2-fascia support oil cylinder;
23-3-77 ° of angle supports oil
Cylinder.
The specific embodiment
Like Fig. 1, Fig. 2, Fig. 3, Fig. 4 and shown in Figure 5; The present invention includes and can accomplish the identical wheeled support chassis 21 of one or more groups structure that move around on institute's steel rail laying 14 in the shield tunnel constructing, organize in the wheeled support chassis 21 21 in the wheeled support chassis of two adjacent groups thick stick connects and the wheeled support chassis 21 of said many groups is assembled into one through connecting thick stick through connecting more.Said wheeled support chassis 21 comprises vehicle frame, be installed in said bottom of frame and can be at a plurality of traveling geaies that move around on the rail 14 and laterally evenly be laid on the said vehicle frame and can accomplish the multiple tracks supporting mechanism that shield tunnel carry out firm support simultaneously to constructing; Said supporting mechanism comprises that the vertical axis of accomplishing shield tunnel to construct is that ejection device use in a plurality of wheeled supporting mechanism 5 and the corresponding a plurality of supports that are laid in respectively between said a plurality of wheeled supporting mechanisms 5 and said vehicle frame that the line of centers symmetry is laid on the said vehicle frame, and a plurality of wheeled supporting mechanisms 5 along the circumferential direction are laid in has constructed that to accomplish shield tunnel inner and all contact with the annular arrangement concrete pipe sheet 15 that the completion shield tunnel inwall of constructing is mated formation.
In the present embodiment, the quantity of said a plurality of traveling geaies is four, and four walking structures are for being installed in four walking dollies 1 at four drift angle places of said bottom of frame respectively.Said vehicle frame comprises that level is to vehicle frame at the bottom of the oblong 2, evenly be laid in a plurality of vertical column 3 on the end vehicle frame 2 and be installed in the top vehicle frame directly over the end vehicle frame 2 through said a plurality of vertical columns 3.Said top vehicle frame comprises the entablatrance frame 4 that is erected on said a plurality of vertical column 3 and is installed in the multiple tracks longeron 6 on the entablatrance frame 4.Said column 3 is reinforced support through a plurality of column diagonal braces 8 that are installed on the end vehicle frame 2, and said column diagonal brace 8 is vertical laying; Simultaneously 6 of column 3 and longerons are reinforced through interior Eight characters support 9 and are supported and the interior Eight characters supports 9 and is horizontal laying.
The quantity of said a plurality of wheeled supporting mechanisms 5 is three and/or five; And five wheeled supporting mechanisms 5 be respectively be laid in annular arrangement concrete pipe sheet 9 o'clock of 15 in-to-ins, 11 o'clock, 12 o'clock, 1 o'clock and 3 o'clock five positions; The wheeled supporting mechanism 5 that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism 5-1 of central axis; Two wheeled supporting mechanisms 5 that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism 5-2 of stringcourse; Two wheeled supporting mechanisms 5 that are laid on 11 o'clock and the 1 o'clock orientation are 77 ° of wheeled supporting mechanism 5-3 of angle, and the angle that is laid in 5 of two wheeled supporting mechanisms on 11 o'clock and the 1 o'clock orientation is 77 °; Three wheeled supporting mechanisms 5 be respectively be laid in annular arrangement concrete pipe sheet 9 o'clock of 15 in-to-ins, 12 o'clock and 3 o'clock three orientation; The wheeled supporting mechanism 5 that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism 5-1 of central axis, and two wheeled supporting mechanisms 5 that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism 5-2 of stringcourse.Said wheeled supporting mechanism 5 comprises a rubber wheel 5-4 and a wheel carrier 5-5 who supplies rubber wheel 5-4 to install.Said wheel carrier 5-5 reinforces support through a wheel carrier leading screw 10 that is laid on the vehicle frame of said top.
In the present embodiment; The wheel carrier 5-5 of wheeled supporting mechanism 5-1 of central axis and the wheeled supporting mechanism 5-2 of stringcourse is equipped with two rubber wheel 5-4 before and after being on two-wheel support and the said two-wheel support, and the wheeled supporting mechanism 5-3 of said 77 ° of angles is equipped with a rubber wheel 5-4 on single-wheel support and the said single-wheel support.
In the present embodiment, said support uses ejection device to be support cylinder 23, and said support cylinder 23 bottoms are fixed on the said vehicle frame and its oil cylinder piston masthead portion is installed in wheeled supporting mechanism 5 bottoms.In the present embodiment, connect with thread connecting mode between the oil cylinder piston masthead portion of said support cylinder 23 and wheeled supporting mechanism 5 bottoms (specifically being a wheel carrier 5-5 bottom).Correspondingly, the wheeled supporting mechanism 5-1 of central axis, the wheeled supporting mechanism 5-2 of stringcourse and 77 ° of wheeled supporting mechanism 5-3 of angle are carried out the support cylinder 23 that pushing tow supports and be respectively central axis support cylinder 23-1, fascia support oil cylinder 23-2 and 77 ° of angle support cylinder 23-3.
The quantity of said wheeled support chassis 21 is four groups, and four groups of wheeled support chassis 21 are respectively first group of wheeled support chassis 21-1, second group of wheeled support chassis 21-2, the 3rd group of wheeled support chassis 21-3 and the 4th group of wheeled support chassis 21-4.
Simultaneously, the present invention also comprises locking position and the rear portion propelling unit that is installed in identical wheeled support chassis 21 rear portions of said one or more groups structure.Said locking position and rear portion propelling unit comprise that the rear portion advances vehicle frame, is installed in a plurality of lock rail devices 13 and left-right symmetric that said rear portion advances bottom of frame and is laid in said rear portion and advances a plurality of rear portions of 21 in vehicle frame and last group of wheeled support chassis to push ahead to use ejection device, and the installation site of said lock rail device 13 is corresponding with the installation position of rail 14.In the present embodiment, said rear portion advance vehicle frame be A-frame 16 and it comprise level to the bottom vehicle frame be installed in the top vehicle frame 7 on the vehicle frame of said bottom.The quantity of said a plurality of lock rail devices 13 is that two and two lock rail devices 13 are installed in the front and rear part that said rear portion advances vehicle frame respectively.
Said a plurality of rear portion is pushed ahead and used the quantity of ejection device is two, and two rear portions are pushed ahead with the right symmetry of ejection device one the first from left and are laid between propelling vehicle frame bottom, said rear portion and last group of wheeled support chassis 21 bottom.And; Said rear portion is pushed ahead and is used ejection device to be back pipe bending cylinder 19; Said rear portion advances the vehicle frame front portion to be provided with the back pipe bending cylinder seat beam 18 that confession back pipe bending cylinder 19 is fixed, and said last group of wheeled support chassis 21 rear portions are provided with the crossbeam 17 of the oil cylinder piston masthead portion installation that supplies back pipe bending cylinder 19.Pipe bending cylinder 19 bottoms, said back are fixed on back pipe bending cylinder seat beam 18 and its oil cylinder piston masthead portion is installed on the crossbeam 17, and connect with thread connecting mode between the oil cylinder piston masthead portion of back pipe bending cylinder seat beam 18 and the crossbeam 17.
Said connection thick stick is dismantled and assembled connection thick stick.21 in the wheeled support chassis of two adjacent groups is separately installed with a plurality of pushing ahead and uses ejection device, and said a plurality of car group is pushed ahead with the ejection device left-right symmetric and is laid between the wheeled support chassis 21 of two adjacent groups.
In the present embodiment; Said a plurality of car group is pushed ahead and used the quantity of ejection device is four, and four car groups are pushed ahead with ejection device and comprised that the right symmetries of two one the first from left are laid in top car group between the wheeled support chassis of two adjacent groups 21 tops and push ahead and be laid in bottom car group between the wheeled support chassis of two adjacent groups 21 bottoms with ejection device and two one the first from left right side symmetries and push ahead and use ejection device.And said car group is pushed ahead and is used ejection device to be car group pipe bending cylinder 20, and said car group pipe bending cylinder 20 bottoms are fixed on the vehicle frame of last group of wheeled support chassis 21 and its oil cylinder piston masthead portion is installed on the vehicle frame of the one group of wheeled support chassis 21 in back.The oil cylinder piston masthead portion of said car group pipe bending cylinder 20 with the back one group of wheeled support chassis 21 vehicle frame between be connected with thread connecting mode.
In addition, the present invention comprises also that a plurality of sidepieces that left-right symmetric is installed in the identical wheeled support chassis 21 anterior left and right sides of said one or more groups structure are pushed ahead and uses ejection device.It is that two and two sidepieces are pushed ahead with ejection device one the first from left right side symmetry and are laid in the identical wheeled support chassis 21 anterior left and right sides of said one or more groups structure that said a plurality of sidepiece is pushed ahead the quantity of using ejection device.Said sidepiece is pushed ahead and is used ejection device to be side pipe bending cylinder 22, and said side pipe bending cylinder 22 bottoms are installed on the anterior vehicle frame of the identical wheeled support chassis of said one or more groups structure 21 and its oil cylinder piston masthead portion is installed on concrete pipe sheet 15 left and right sides inwalls.In the present embodiment, said side pipe bending cylinder 22 is laid in the anterior left and right sides of the most last group (i.e. the 4th group of wheeled support chassis 21-4) in four groups of wheeled support chassis 21.Offer the card holding trough that the oil cylinder piston bar that supplies side pipe bending cylinder 22 clamps on said concrete pipe sheet 15 left and right sides inwalls respectively.
When actual installation is laid; Said back pipe bending cylinder 19 all joins through conduit under fluid pressure and pushing tow cylinder Hydraulic Station 12 with car group pipe bending cylinder 20; Said support cylinder 23 joins through conduit under fluid pressure and shoring Hydraulic Station 11; Said pushing tow cylinder Hydraulic Station 12 is installed on the vehicle frame of wheeled support chassis 21 with shoring Hydraulic Station 11, and the system pressure of pushing tow cylinder Hydraulic Station 12 and shoring Hydraulic Station 11 is all adjustable.In the present embodiment, said pushing tow cylinder Hydraulic Station 12 is installed on the end vehicle frame of first group of wheeled support chassis 21-1, and shoring Hydraulic Station 11 is installed on the end vehicle frame of the 3rd group of wheeled support chassis 21-3.Particularly: between pipe bending cylinder 19 after a group two, one group of two side pipe bending cylinder 22 and first group of wheeled support chassis 21-1 and the second group of wheeled support chassis 21-2, between second group of wheeled support chassis 21-2 and the 3rd group of wheeled support chassis 21-3 and three groups of car group pipe bending cylinders 20 (amounting to 16 pipe bending cylinders) of the 3rd group of wheeled support chassis 21-3 and the 4th group of wheeled support chassis 21-4 all join through conduit under fluid pressure and pushing tow cylinder Hydraulic Station 12.The hydraulic pressure delivery piping two that said pushing tow cylinder Hydraulic Station 12 comprises hydraulic power source two, join with said hydraulic power source two and the plunger pump 12-4, compression indicator three 12-5 that are laid in oil filter two 12-2 on the said hydraulic pressure delivery piping two respectively, drive by motor two 12-3; Deliver to respectively through conduit under fluid pressure from hydraulic oil that pushing tow cylinder Hydraulic Station 12 is seen off on the conduit under fluid pressure of 12 of above-mentioned five groups of 16 pipe bending cylinders and above-mentioned five groups of pipe bending cylinders and pushing tow cylinder Hydraulic Stations electromagnetic valve two 12-7 all are installed; On the conduit under fluid pressure that joins with electromagnetic valve two 12-7 oil transportation mouths simultaneously by pass valve two 12-6 are installed also, oil scale two 12-1 that inner hydraulic oil liquid position is intuitively indicated also are installed on the outer hull of pushing tow cylinder Hydraulic Station 12 in addition.
In said four groups of wheeled support chassis 21; Each quantity of organizing the supporting mechanism of installing on the wheeled support chassis 21 is four roads; And in the four road supporting mechanisms, middle twice supporting mechanism comprises five wheeled supporting mechanisms 5, and left and right sides twice supporting mechanism comprises three wheeled supporting mechanisms 5.On first group of wheeled support chassis 21-1, second group of wheeled support chassis 21-2, the 3rd group of wheeled support chassis 21-3 and the 4th group of wheeled support chassis 21-4 4 road supporting mechanisms are installed altogether, comprise the supporting mechanism and the supporting mechanism that comprises five wheeled supporting mechanisms 5 of three wheeled supporting mechanisms 5 comprising 8 roads.64 support cylinders 23 of above-mentioned 16 road supporting mechanisms all join through conduit under fluid pressure and shoring Hydraulic Station 11.The hydraulic pressure delivery piping one that said shoring Hydraulic Station 11 comprises hydraulic power source one, join with said hydraulic power source one and the gear type pump 11-4, compression indicator one 11-5 that are laid in oil filter one 11-2 on the said hydraulic pressure delivery piping one respectively, drive by motor one 11-3; The hydraulic oil that self-supporting cylinder Hydraulic Station 11 is seen off is delivered to above-mentioned 64 support cylinders 23 respectively through conduit under fluid pressure; And on the conduit under fluid pressure that above-mentioned 64 support cylinders 23 and shoring Hydraulic Station are 11 electromagnetic valve one 11-10 is installed all; On the conduit under fluid pressure that joins with electromagnetic valve one 11-10 oil transportation mouth simultaneously by pass valve one 11-6 is installed also; Oil scale one 11-1 that inner hydraulic oil liquid position is intuitively indicated also is installed on the outer hull of shoring Hydraulic Station 11 in addition; On electromagnetic valve one 11-10 and 23 institutes of the support cylinder bonded assembly conduit under fluid pressure compression indicator 11-7 and hydraulic lock 11-8 are housed, on institute's bonded assembly conduit under fluid pressure high-pressure ball valve one 11-9 are housed also between said shoring Hydraulic Station 11 and central axis support cylinder 23-1.
In the actual use, the present invention both can adopt the car load propulsion mode to move forward, and also can adopt bicycle group move mode to move forward.Can under the promotion of external force, can realize not unloading the power car load after said four groups of wheeled support chassis 21 are assembled into one through the connection thick stick moves forward; When the car load propelling can not realize, then can adopt bicycle group move mode to move forward, the concrete statement as follows:
A. integral pushing moves: 21 in adjacent two wheeled support chassis connect through connecting thick stick; By pipe bending cylinder 19 after first group of wheeled support chassis 21-1 being carried out two of pushing tow as promoting mainly oil cylinder; With being laid in the 4th group of two side pipe bending cylinders 22 on the wheeled support chassis 21-4, whole car group is not unloaded pushing tow move forward as auxilliary push oil cylinder.
B. divide car group pushing tow to move: the connection thick stick of 21 in adjacent two wheeled support chassis is removed; Adopting the one group of car group pipe bending cylinder 20 that is fixed on the 3rd group of wheeled support chassis 21-3 to promote the 4th group of wheeled support chassis 21-4 earlier moves forward; The 3rd group of wheeled support chassis 21-3 of one group of car group pipe bending cylinder, 20 promotions that again employing is fixed on second group of wheeled support chassis 21-2 afterwards moves forward; Correspondingly then adopt the one group of car group pipe bending cylinder 20 be fixed on first group of wheeled support chassis 21-1 to promote second group of wheeled support chassis 21-2 again to move forward, adopt two subsequently after pipe bending cylinder 19 promote first group of wheeled support chassis 21-1 and move forward.
After said four groups of wheeled support chassis 21 were all moved into place, the position through the 13 pairs of whole car groups of lock rail device in locking position and the rear portion propelling unit locked.
The above; It only is preferred embodiment of the present invention; Be not that the present invention is done any restriction, every technical spirit changes any simple modification, change and the equivalent structure that above embodiment did according to the present invention, all still belongs in the protection domain of technical scheme of the present invention.

Claims (10)

1. a long-distance overlapping shield tunnel of small clear distance is used movable wheel type trolley supporting system; It is characterized in that: comprise and to accomplish the identical wheeled support chassis (21) of one or more groups structure that move around on institute's steel rail laying (14) in the shield tunnel constructing, organize that thick stick connects and said many wheeled support chassis of group (21) are assembled into one through connecting thick stick through connecting between the wheeled support chassis of two adjacent groups (21) in the wheeled support chassis (21) more; A plurality of traveling geaies and the horizontal multiple tracks supporting mechanism that evenly is laid on the said vehicle frame and can carries out firm support simultaneously to the completion shield tunnel of constructing that said wheeled support chassis (21) comprises vehicle frame, is installed in said bottom of frame and can on rail (14), moves around; Said supporting mechanism comprises that the vertical axis of accomplishing shield tunnel to construct is that ejection device use in a plurality of wheeled supporting mechanism (5) and the corresponding a plurality of supports that are laid in respectively between said a plurality of wheeled supporting mechanisms (5) and said vehicle frame that the line of centers symmetry is laid on the said vehicle frame, and a plurality of wheeled supporting mechanisms (5) along the circumferential direction are laid in has constructed that to accomplish shield tunnel inner and all contact with the annular arrangement concrete pipe sheet (15) that the completion shield tunnel inwall of constructing is mated formation.
2. use movable wheel type trolley supporting system according to the described long-distance overlapping shield tunnel of small clear distance of claim 1, it is characterized in that: also comprise the locking position and the rear portion propelling unit that are installed in identical wheeled support chassis (21) rear portion of said one or more groups structure.
3. use movable wheel type trolley supporting system according to the described long-distance overlapping shield tunnel of small clear distance of claim 2; It is characterized in that: said locking position and rear portion propelling unit comprise that the rear portion advances vehicle frame, is installed in a plurality of lock rail devices (13) and left-right symmetric that said rear portion advances bottom of frame and is laid in said rear portion and advances a plurality of rear portions between vehicle frame and last group of wheeled support chassis (21) to push ahead to use ejection device, and the installation site of said lock rail device (13) is corresponding with the installation position of rail (14).
4. use movable wheel type trolley supporting system according to the described long-distance overlapping shield tunnel of small clear distance of claim 3; It is characterized in that: said rear portion is pushed ahead and is used ejection device to be back pipe bending cylinder (19); Said rear portion advances the vehicle frame front portion to be provided with the fixing back pipe bending cylinder seat beam (18) of confession back pipe bending cylinder (19), and said last group of wheeled support chassis (21) rear portion is provided with the crossbeam (17) of the oil cylinder piston masthead portion installation that supplies back pipe bending cylinder (19).
5. use movable wheel type trolley supporting system according to claim 1,2 or 3 described long-distance overlapping shield tunnel of small clear distance, it is characterized in that: said connection thick stick is dismantled and assembled connection thick stick; Be separately installed with a plurality of pushing ahead between the wheeled support chassis of two adjacent groups (21) and use ejection device, and a plurality of said pushing ahead with the ejection device left-right symmetric is laid between the wheeled support chassis of two adjacent groups (21).
6. use movable wheel type trolley supporting system according to the described long-distance overlapping shield tunnel of small clear distance of claim 5; It is characterized in that: said pushing ahead uses ejection device to be car group pipe bending cylinder (20), and said car group pipe bending cylinder (20) bottom is fixed on the vehicle frame of last group of wheeled support chassis (21) and its oil cylinder piston masthead portion is installed on the vehicle frame of the one group of wheeled support chassis in back (21).
7. use movable wheel type trolley supporting system according to claim 1,2 or 3 described long-distance overlapping shield tunnel of small clear distance; It is characterized in that: said support uses ejection device to be support cylinder (23), and said support cylinder (23) bottom is fixed on the said vehicle frame and its oil cylinder piston masthead portion is installed in wheeled supporting mechanism (5) bottom.
8. use movable wheel type trolley supporting system according to claim 1,2 or 3 described long-distance overlapping shield tunnel of small clear distance, it is characterized in that: the wheel carrier (5-5) that said wheeled supporting mechanism (5) comprises rubber wheel (5-4) and supplies rubber wheel (5-4) to install; The quantity of said a plurality of traveling geaies is four, and four walking structures are for being installed in four walking dollies (1) at four drift angle places of said bottom of frame respectively.
9. use movable wheel type trolley supporting system according to claim 1,2 or 3 described long-distance overlapping shield tunnel of small clear distance; It is characterized in that: the quantity of said a plurality of wheeled supporting mechanisms (5) is three or five; And five wheeled supporting mechanisms (5) be respectively be laid in annular arrangement concrete pipe sheet (15) 9 o'clock of in-to-in, 11 o'clock, 12 o'clock, 1 o'clock and 3 o'clock five positions; The wheeled supporting mechanism (5) that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism of central axis (5-1); Two the wheeled supporting mechanisms (5) that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism of stringcourse (5-2), and two the wheeled supporting mechanisms (5) that are laid on 11 o'clock and the 1 o'clock orientation are 77 ° of wheeled supporting mechanisms of angle (5-3); Three wheeled supporting mechanisms (5) be respectively be laid in annular arrangement concrete pipe sheet (15) 9 o'clock of in-to-in, 12 o'clock and 3 o'clock three orientation; The wheeled supporting mechanism (5) that wherein is laid in 12 o'clock orientation is the wheeled supporting mechanism of central axis (5-1), and two the wheeled supporting mechanisms (5) that are laid on 9 o'clock and the 3 o'clock orientation are the wheeled supporting mechanism of stringcourse (5-2).
10. use movable wheel type trolley supporting system according to claim 1,2 or 3 described long-distance overlapping shield tunnel of small clear distance, it is characterized in that: comprising also that a plurality of sidepieces that left-right symmetric is installed in the identical anterior left and right sides of wheeled support chassis (21) of said one or more groups structure are pushed ahead uses ejection device.
CN200910219541A 2009-12-17 2009-12-17 Movable wheel type trolley supporting system for long-distance overlapping shield tunnel of small clear distance Active CN101712323B (en)

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CN104453922A (en) * 2014-09-29 2015-03-25 武汉船用机械有限责任公司 Shield machine trolley
CN104612718B (en) * 2015-02-12 2017-03-08 中国水利水电第十四工程局有限公司 A kind of support chassis for overlapping shield tunnel construction and support table system
CN105221169B (en) * 2015-10-21 2018-03-27 中铁科工集团轨道交通装备有限公司 A kind of crawler type section of jurisdiction secondary lining equipment
CN105240030B (en) * 2015-10-30 2017-12-15 中建三局第一建设工程有限责任公司 A kind of overlapping tunnel bracing members
CN107893675A (en) * 2017-12-01 2018-04-10 姚燕明 Support equipment of speedily carrying out rescue work for shield tunnel

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4856936A (en) * 1987-07-25 1989-08-15 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Form for concrete-placement tunnel lining
CN2428573Y (en) * 2000-05-07 2001-05-02 余波 Concrete-lining building trolley supported by connection lever mechanism
CN2656636Y (en) * 2003-08-08 2004-11-17 颜宏 Needle beam glide type trolley
CN201554469U (en) * 2009-12-17 2010-08-18 中铁一局集团有限公司 Removable wheel type trolley supporting system for overlapping shielded tunnel

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4856936A (en) * 1987-07-25 1989-08-15 Hochtief Aktiengesellschaft Vorm. Gebr. Helfmann Form for concrete-placement tunnel lining
CN2428573Y (en) * 2000-05-07 2001-05-02 余波 Concrete-lining building trolley supported by connection lever mechanism
CN2656636Y (en) * 2003-08-08 2004-11-17 颜宏 Needle beam glide type trolley
CN201554469U (en) * 2009-12-17 2010-08-18 中铁一局集团有限公司 Removable wheel type trolley supporting system for overlapping shielded tunnel

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