CN105155430A - Gantry walking type maintaining and detecting method and device for high-speed railway bridge - Google Patents
Gantry walking type maintaining and detecting method and device for high-speed railway bridge Download PDFInfo
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- CN105155430A CN105155430A CN201510513254.8A CN201510513254A CN105155430A CN 105155430 A CN105155430 A CN 105155430A CN 201510513254 A CN201510513254 A CN 201510513254A CN 105155430 A CN105155430 A CN 105155430A
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Abstract
The invention discloses a gantry walking type maintaining and detecting method and device for a high-speed railway bridge. The device is characterized in that a maintaining and detecting system wholly in a portal structural manner is adopted; the maintaining and detecting system in the portal structural manner is a portal type alternative walking maintaining and detecting system, and according to the system, lower guardrail supporting beams arranged on the two sides of the railway bridge serve as walking and working supporting points; and through the maintaining and detecting system in the portal structural manner, the device walks on the high-speed railway bridge along the high-speed line, and in the walking process, the bridge is maintained or detected so as to complete preventive inspection and maintaining and detecting work of the high-speed railway bridge.
Description
Technical field
The present invention relates to a kind of maintenance conditions method and device of railway infrastructure, be specifically related to a kind of maintenance conditions method and device of high-speed railway bridge, to ensure that the normal safe of high-speed railway bridge runs, belong to railway infrastructure and detect maintenance technology field.
background technology:
Along with developing rapidly of high-speed railway, China's high-speed rail bridge gets a lot of applications in high ferro, and the main feature of present China high-speed rail bridge is: bridge the line is busy road ratio is large, and overhead, the long bridge of multispan, Longspan Bridge are many; The Passenger dedicated railway Bridge of design speed per hour 300km, 350km all adopts non-fragment orbit; Adopt to wait across the 32 meters of two-wire whole hole simple prestressed concrete beams arranged for principal mode structure, a small amount of configuration 24 meters of simple supported box beams.
Calculate by existing line 1.3 ten thousand kilometers, China's high-speed rail bridge has more than 5,000 kilometers at least.Bridge, as the carrier of bullet train orbit, for guaranteeing the safety of high ferro visitor special line high-speed cruising, stationarity and ride comfort requirement, must have high ride, high stability and high reliability.Due to the traffic accident that bridge hidden danger is brought, the serious accident of car crash often, therefore constantly promotes the detection of high-speed rail bridge, maintenance, the means of maintenance and equipment, seems more important and urgent.
Due to the ingredient that railroad bridge is important in high ferro circuit, China's high ferro management level are more and more paid attention to the detection of bridge and maintenance, rail line bridge-checking vehicle is a kind of equipment that substantially can meet now high-speed railway bridge inspection and maintenance, still place enters to research and develop the primary stage at home, substantially to introduce.
Railroad bridge maintenance conditions device can be divided into the special walking rails formula of bridge floor main line track walking type, bridge box and beam web built-in fitting, sidewalk walking type and ground cross-country substantially according to the method for operation.
(1) bridge floor main line track walking type bridge checking device
With railway main line track for traveling track, travel speed is fast, Stability Analysis of Structures, technology are comparatively ripe, all has application both at home and abroad.Rail-mounted bridge checking device, no matter be basket-hanging or truss-like, all need to take high ferro operation passage, therefore can only run under high ferro operation " skylight " condition, and high-speed railway running train density is large, requirement punctuality rate is high, it is unpractical for offering " skylight ", and its Working mechanism all stretches out from circuit both sides level, is limited by the contact net of circuit both sides, after completing an operating point, Working mechanism must be retracted to the state of reorganizing and outfit and avoid contact net and just can move to next operating point.Between two operating points, operating personnel must handle implement retractable repeatedly, not only inefficiency, and staff is also easy to tired out, and this obviously and the high speed of high-speed railway, efficiently require to run counter to.
(2) bridge box and beam web built-in fitting dedicated track walking type bridge checking device
With bridge both sides dedicated track for traveling track, manpower or driven by power bridge machinery operation can be carried out, technology maturation, Stability Analysis of Structures, the domestic GQJ-P having Zhuzhou Guo Tie Industrial Co., Ltd.; The range of models bridge checking devices such as GQJ-G (and patent has been declared in 2011, the patent No.: ZL2011.20164584.8), but the built-in fitting of this bridge checking device need will design arrangement at the beginning of bridge design, during beam processed in bridge web the built-in fitting of pre-buried trapped orbit support, and need the built-in fitting of setting, track and track support quantity more, installation risk is comparatively large, and total cost is higher.And existing high-speed rail bridge more than 98 percent does not have pre-plugged built-in fitting, dedicated track walking type bridge checking device cannot be installed.
(3) sidewalk walking type bridge checking device
With the sidewalk of railroad bridge both sides for walking row of channels, all there is application at home and abroad, as the desk-top bridge checking device of German MOOG company MBS90 type sidewalk traveling.China is after high-speed railway bridge in 2008 has carried out optimal design, consider the traffic safety of bullet train, during train operation, bridge floor does not allow personnel and miscellaneous equipment pass through, catenary mast is arranged at outside sidewalk, and therefore sidewalk walking type bridge checking device has not been suitable for present domestic high-speed rail bridge.
(4) ground cross-country bridge checking device
Run on ground sidewalk or meadow, field under bridge, implement closely bridge machinery and maintenance by foldable arm rack hanging basket.This device is not suitable for traffic above-ground and limits the region that can not run, as: rivers, mountain area, farmland etc., applicable interval is less, and affects comparatively large by bridge height and ground surface or terrain, and applicability is poor, inefficiency.
And from 2008, high-speed railway bridge has carried out bridge deck Optimized Improvement Design, consider bullet train security of operation, the upper bridge of personnel and miscellaneous equipment is not allowed to pass through during train passage, contact wire pillar is arranged at outside sidewalk, bridge floor does not arrange sidewalk formula inspection trolley, closes completely under bridge, without arranging current sidewalk.Therefore, high-speed rail bridge checkout gear requires to have the advantages such as efficiency is high, safety good, strong adaptability, power consumption are low, be applicable to preventive inspection and the maintenance conditions operation of high-speed railway bridge, and for operator detect each ingredient of bridge time safety guarantee is provided.Therefore in conjunction with the actual national conditions of Chinese high-speed rail bridge, research and develop the maintenance of a kind of novel high speed railroad bridge, checkout gear is imperative.
Do not find that there is the patent literature constructed with the present invention by patent retrieval, to have the patent of certain relation to mainly contain following with the present invention:
1, the patent No. is CN201510024166, name is called the patent of invention of " a kind of novel high ferro truss bridge detecting vehicle ", which disclose a kind of high ferro truss bridge detecting vehicle, comprise locomotive and be arranged on the truss assembly on locomotive, described truss assembly comprises truss, lifting gear, whirligig, telescopic oil cylinder, the cylinder base of described telescopic oil cylinder is arranged on lifting gear, connection rotary device on the motion bar of telescopic oil cylinder, and described truss installa-tion on the spinning device.
2, the patent No. is CN201410013214, name is called " a kind of round-the-clock railroad bridge inspection vehicle " patent of invention, which disclose a kind of round-the-clock railroad bridge inspection vehicle, comprise two seniority among brothers and sisters be arranged side by side and walk supporting leg, the described walking supporting leg of two rows is all positioned at outside electric pole, walking wheel is provided with below described walking supporting leg, the described walking wheel of two rows is between track and noise barrier, each described walking supporting leg is by being articulated and connected on structure stand, the supporting leg oscillating oil cylinder driving described walking supporting leg horizontal hunting is provided with below each described walking supporting leg, described supporting leg oscillating oil cylinder is arranged on described structure stand, each described structure stand lower end is connected on power unit, workbench is provided with above described power unit, two swinging crossbeam groups are provided with between the described structure stand of two rows.
3, the patent No. is CN201410561631, name is called the patent of invention of " a kind of light hanging basket being applicable to bridge machinery and maintenance activity ", which disclose a kind of light hanging basket being applicable to bridge machinery and maintenance activity, form primarily of working platform, coaster, track, reducer and brakes and counterweight (20) five sections fit; Described working platform is connected by lifting rope (15) with coaster; Described reducer and brakes are arranged in the fixed platform (12) of coaster; Described counterweight (20) is placed in the counterweight platform (19) of coaster.
Although these patents above-mentioned all relate to the maintenance conditions of railroad bridge, it is also proposed the improvement that some are structural, but all fundamentally do not change existing mode and form, all still, there is foregoing deficiency, the preventive inspection of high-speed railway bridge and the new requirement of maintenance conditions operation can not be met, therefore still need to be improved further.
Summary of the invention
The object of the invention is to for the deficiency existing for the maintenance conditions method of existing railroad bridge and device, a kind of maintenance conditions method and device of new railroad bridge are proposed, the maintenance conditions method of this railroad bridge and device go for preventive inspection and the maintenance conditions job requirements of high-speed railway bridge, and for operator detect each ingredient of bridge time safety guarantee is provided.
In order to reach this purpose, the invention provides a kind of High-speed Railway Bridges beam gantry walking maintenance conditions method, adopting a kind of entirety to be maintenance and the detection system of portal-framed structure form; The maintenance of described portal-framed structure form and detection system be under a support high-speed rail bridge guardrails of both sides is set up in bridge both sides joist as gate-type alternately walking maintenance and the detection system of walking and work fulcrum; Walked along high iron wire on high-speed railway bridge by the maintenance of portal-framed structure form and detection system, and in the process of walking bridge is keeped in repair or detected preventive inspection and the maintenance conditions operation of high-speed railway bridge.
Further, the described maintenance by portal-framed structure form and detection system on high-speed railway bridge along maintenance and the detection system of the high iron wire backbone that walks that to be the portal-framed structure pattern adopting horizontal-associate truss contact gauze gauge higher than bridge to connect with both sides vertical shaft truss be, portal-framed structure pattern is the door frame that key maintenance and detection system comprise horizontal-associate truss and connect with both sides vertical shaft truss, body frame is hung with under door frame, traveling nose girder, slew gear and maintenance conditions working platform, under utilizing high-speed rail bridge guardrails of both sides, joist is as the fulcrum of walking and work, the maintenance of portal-framed structure form and the body frame of detection system and traveling nose girder are walked with mode enterprising every trade of joist under high-speed rail bridge guardrails of both sides of alternately walking.
Further, the mode of described alternately walking is that the maintenance of gantry frame structure form and detection system are divided into two parts, and a part is traveling nose girder, and another part is the maintenance of portal-framed structure form and the body frame of detection system, first traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides with upper arm support modes, and fixed, then allow the body frame of the maintenance of portal-framed structure form and detection system move on traveling nose girder along high-speed rail bridge again, and in moving process, bridge keeped in repair or detect, when the maintenance of gantry frame structure form and the body frame of detection system move to other end along traveling nose girder from one, and after detecting, again the body frame of portal-framed structure form detection system is fixed on the edge joist under high-speed rail bridge guardrails of both sides, again traveling nose girder is unclamped from the edge joist high-speed rail bridge guardrails of both sides, traveling nose girder is allowed alternately to move along the maintenance of gantry frame structure form and the body frame of detection system to next section, again traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides after moving into place with upper arm support modes, and fixed, then the body frame of the maintenance of portal-framed structure form and detection system is allowed to move on traveling nose girder along high-speed rail bridge again, and bridge is carried out to maintenance or the detection of next section in moving process, form a kind of mode of alternately mobile operating.
Further, described traveling nose girder and the maintenance of portal-framed structure form and the edge joist of the body frame of detection system under high-speed rail bridge guardrails of both sides are fixedly adopt the one-sided four suspension arm support modes of bridge, suspension arm utilizes high-speed railway bridge edge joist to run passage as the suspension of bridge maintenance checkout gear, and suspension arm is arranged on traveling nose girder two ends, two ends, body frame top between two.
Further, the described maintenance of portal-framed structure form and the slew gear of detection system connect maintenance conditions working platform under being arranged on the maintenance of portal-framed structure form and the both sides body frame of detection system under slew gear; When bridge pier is walked in the maintenance of portal-framed structure form and detection system, by slew gear, the maintenance conditions working platform under body frame is rotated, get around bridge pier; After walking around bridge pier, then rotate, the maintenance conditions working platform on both sides is docked, proceed maintenance or detect.
Further, electronic drag chain haulage gear completes bridge maintenance, checkout gear vertically moves along bridge by self-contained for the maintenance of described portal-framed structure form and detection system; And by electronic screw body, assembly pulley in body frame, driving movable stand, nose girder or fixed mount move horizontally, angle rotary action, move horizontally the distance of adjustable bridge checking device and bridge, bridge checking device can be done yaw action by angle rotary, completes the function along bridge curve walking.
A kind of gantry type maintenance conditions device realizing above-mentioned High-speed Railway Bridges beam gantry walking maintenance conditions method, comprise the door frame that horizontal-associate truss connects with both sides vertical shaft truss, body frame, traveling nose girder, slew gear and maintenance conditions working platform is hung with under door frame, traveling nose girder is enclosed within the framework of body frame, and the walking that can move around in the framework of body frame, under slew gear is arranged on body frame, be connected to maintenance conditions working platform under slew gear, and maintenance conditions working platform can do swing rotary motion under slew gear drives.
Further, the door frame that described horizontal-associate truss connects with both sides vertical shaft truss is frame construction, the mast height that horizontal-associate truss connects with both sides vertical shaft truss contacts gauze gauge higher than bridge, and body frame and door frame are linked together by securing member, and door frame is arranged on the centre position of body frame upper frame.
Further, described body frame is square frame construction, is provided with traveling nose girder in the frame construction of body frame, and traveling nose girder can move around in the quadra of body frame, and carries out the distance adjustment between two traveling nose girders by governor motion; The frame construction of body frame is provided with body frame suspension arm first by rail, and body frame is suspended on by body frame suspension arm on the edge joist under high-speed rail bridge guardrails of both sides.
Further, described traveling nose girder is mounted in movement on slipping mechanism that two groups of guide wheels form, wherein one group is longitudinal guide wheel, traveling nose girder is arranged on longitudinal guide wheel, traveling nose girder can the longitudinal guide wheel in the quadra of body frame move around, and longitudinal guide wheel is arranged on the slide block of one group of transverse shifting guide wheel formation; By adjustment slide block body frame in lateral attitude regulate distance between two traveling nose girders; Described slipping mechanism is driven by electronic screw body and assembly pulley.
Further, described body frame suspension arm and traveling nose girder suspension arm adopt the one-sided four suspension arm support modes of bridge, wherein, two body frame suspension arms are had inside body frame, two traveling nose girder suspension arms are had inside traveling nose girder, four suspension arms utilize high-speed railway bridge edge joist to run passage as the suspension of bridge maintenance checkout gear, and suspension arm is arranged on traveling nose girder two ends and two ends, body frame top between two.
The invention has the advantages that:
The present invention takes the detection system of portal framed structure, and is undertaken keeping in repair and detecting by alternative expression motion mode, mainly contains following characteristics:
(1) bridge maintenance of the mixing patterns such as multispan simply supported beam, continuous beam, the firm structure beam of concrete, detection is applicable to;
(2) bridge maintenance of accommodation curve radius >=3500m, detection;
(3) do not affect the operation of high-speed railway bullet train, and can sustain bullet train by time the wind that produces carry and vibrate;
(4) have Stability Analysis of Structures, the operation of detection platform controllable rotating, working range is large;
(5) gantry walking running mechanism, suspension arm support, whole equipment can be worked continuously by bridge pier;
(6) working platform horizontal stretching can meet at the bottom of bridge, middle part maintenance and detect;
(7) working platform remains level in bridge machinery work, is applicable to many people work;
(8) testing staff or equipment can be upper and lower conveniently by the escape way of bridge checking device;
(9) portal-framed structure has enough intensity and rigidity; Have wind resistance power and shock resistance, personnel and equipment are mobile very steady on working platform, can not rock;
(10) this device meets relevant laws and regulations and standard.
Adopt apparatus of the present invention, can carry out multiple detection, and can carry out continual bridge maintenance and detection when high ferro is normally run, reach every job requirements of high-speed rail bridge maintenance conditions, operating efficiency is high.
Accompanying drawing explanation
Fig. 1 is structural principle schematic diagram of the present invention;
Fig. 2 is the side direction structural representation of Fig. 1;
Fig. 3 is body frame part structure for amplifying schematic diagram of the present invention;
Fig. 4 is body frame part structure for amplifying side schematic view of the present invention.
Detailed description of the invention
The present invention is set forth further below in conjunction with the drawings and specific embodiments.
Embodiment one
Can be found out by attached Fig. 1 and 2, the present invention relates to a kind of gantry type maintenance conditions device of High-speed Railway Bridges beam gantry walking maintenance conditions method, comprise the door frame 1 that horizontal-associate truss connects with both sides vertical shaft truss, body frame 2 is hung with 1 time at door frame, traveling nose girder 3, slew gear 4 and maintenance conditions working platform 5, traveling nose girder 3 is enclosed within the framework of body frame 2, and the walking that can move around in the framework of body frame, slew gear 4 is arranged on body frame 2 times, slew gear is connected to maintenance conditions working platform 54 times, and maintenance conditions working platform 5 can do swing rotary motion under slew gear drives.
The door frame that described horizontal-associate truss connects with both sides vertical shaft truss is frame construction, door frame 1 height that horizontal-associate truss and both sides vertical shaft truss connect contacts gauze gauge 6 higher than bridge, body frame 2 and door frame 1 are linked together by securing member, and door frame 1 is arranged on the centre position of body frame 2 upper frame.
Described body frame 2 is square frame construction, traveling nose girder 3 is installed in the frame construction of body frame, traveling nose girder 3 can move around in the quadra of body frame, traveling nose girder suspension arm 15 is provided with inside traveling nose girder 3, traveling nose girder suspension arm 15 is arranged on the two ends framework 16 of traveling nose girder 3, and carries out the distance adjustment between two traveling nose girders by governor motion; The frame construction of body frame is provided with body frame suspension arm 13 first by rail, and body frame is suspended on by body frame suspension arm 13 on the edge joist 7 under high-speed rail bridge guardrails of both sides.Protective guard 12 is installed on body frame 2.
Described traveling nose girder 3 is mounted in movement on slipping mechanism 8 that two groups of guide wheels form, wherein one group is longitudinal guide wheel 9, traveling nose girder 3 is arranged on longitudinal guide wheel 9, traveling nose girder 3 can the longitudinal guide wheel 9 in the quadra of body frame move around, and longitudinal guide wheel 9 is arranged on the governor motion 11 of one group of transverse shifting guide wheel 10 and transverse shifting framework 14 formation; By adjustment governor motion 11 body frame 2 in lateral attitude regulate distance between two traveling nose girders; Described slipping mechanism is driven by electronic screw body and assembly pulley.
Described body frame suspension arm 13 and traveling nose girder suspension arm 15 adopt the one-sided four suspension arm support modes of bridge, wherein, two body frame suspension arms 13 are had inside body frame, two traveling nose girder suspension arms 15 are had inside traveling nose girder, four suspension arms utilize high-speed railway bridge edge joist 6 to run passage as the suspension of bridge maintenance checkout gear, and four suspension arms are arranged on traveling nose girder two ends 16 and two ends, body frame top between two.
Above-mentioned listed embodiment, just carries out clear, complete description to technical scheme of the present invention by reference to the accompanying drawings; Obviously, described embodiment is only a part of embodiment of the present invention, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making other embodiments all obtained under creative work prerequisite, belong to the scope of protection of the invention.
Can be found out by above-described embodiment, the invention still further relates to a kind of High-speed Railway Bridges beam gantry walking maintenance conditions method, adopt a kind of entirety to be maintenance and the detection system of portal-framed structure form; The maintenance of described portal-framed structure form and detection system be under a support high-speed rail bridge guardrails of both sides is set up in bridge both sides joist as gate-type alternately walking maintenance and the detection system of the fulcrum of walking and work; Walked along high iron wire on high-speed railway bridge by the maintenance of portal-framed structure form and detection system, and in the process of walking bridge is keeped in repair or detected preventive inspection and the maintenance conditions operation of high-speed railway bridge.
Further, the described maintenance by portal-framed structure form and detection system on high-speed railway bridge along maintenance and the detection system of the high iron wire backbone that walks that to be the portal-framed structure pattern adopting horizontal-associate truss contact gauze gauge higher than bridge to connect with both sides vertical shaft truss be, portal-framed structure pattern is the door frame that key maintenance and detection system comprise horizontal-associate truss and connect with both sides vertical shaft truss, body frame is hung with under door frame, traveling nose girder, slew gear and maintenance conditions working platform, under utilizing high-speed rail bridge guardrails of both sides, joist is as the fulcrum of walking and work, the maintenance of portal-framed structure form and the body frame of detection system and traveling nose girder are walked with mode enterprising every trade of joist under high-speed rail bridge guardrails of both sides of alternately walking.
Further, the mode of described alternately walking is that the maintenance of gantry frame structure form and detection system are divided into two parts, and a part is traveling nose girder, and another part is the maintenance of portal-framed structure form and the body frame of detection system, first traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides with upper arm support modes, and fixed, then allow the body frame of the maintenance of portal-framed structure form and detection system move on traveling nose girder along high-speed rail bridge again, and in moving process, bridge keeped in repair or detect, when the maintenance of gantry frame structure form and the body frame of detection system move to other end along traveling nose girder from one, and after detecting, again the body frame of portal-framed structure form detection system is fixed on the edge joist under high-speed rail bridge guardrails of both sides, again traveling nose girder is unclamped from the edge joist high-speed rail bridge guardrails of both sides, traveling nose girder is allowed alternately to move along the maintenance of gantry frame structure form and the body frame of detection system to next section, again traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides after moving into place with upper arm support modes, and fixed, then the body frame of the maintenance of portal-framed structure form and detection system is allowed to move on traveling nose girder along high-speed rail bridge again, and bridge is carried out to maintenance or the detection of next section in moving process, form a kind of mode of alternately mobile operating.
Further, described traveling nose girder and the maintenance of portal-framed structure form and the edge joist of the body frame of detection system under high-speed rail bridge guardrails of both sides are fixedly adopt the one-sided four suspension arm support modes of bridge, suspension arm utilizes high-speed railway bridge edge joist to run passage as the suspension of bridge maintenance checkout gear, and suspension arm is arranged on traveling nose girder two ends, two ends, body frame top between two.
Further, the described maintenance of portal-framed structure form and the slew gear of detection system connect maintenance conditions working platform under being arranged on the maintenance of portal-framed structure form and the both sides body frame of detection system under slew gear; When bridge pier is walked in the maintenance of portal-framed structure form and detection system, by slew gear, the maintenance conditions working platform under body frame is rotated, get around bridge pier; After walking around bridge pier, then rotate, the maintenance conditions working platform on both sides is docked, proceed maintenance or detect.
Further, electronic drag chain haulage gear completes bridge maintenance, checkout gear vertically moves along bridge by self-contained for the maintenance of described portal-framed structure form and detection system; And by electronic screw body, assembly pulley in body frame, driving movable stand, nose girder or fixed mount move horizontally, angle rotary action, move horizontally the distance of adjustable bridge checking device and bridge, bridge checking device can be done yaw action by angle rotary, completes the function along bridge curve walking.
The invention has the advantages that:
The present invention is walked along high iron wire on high-speed railway bridge by the maintenance of portal-framed structure form and detection system, and carry out by alternative expression motion mode preventive inspection and the maintenance conditions operation of bridge being keeped in repair or has detected high-speed railway bridge, mainly contain following characteristics:
(1) bridge maintenance of the mixing patterns such as multispan simply supported beam, continuous beam, the firm structure beam of concrete, detection is applicable to;
(2) bridge maintenance of accommodation curve radius >=3500m, detection;
(3) do not affect the operation of high-speed railway bullet train, and can sustain bullet train by time the wind that produces carry and vibrate;
(4) have Stability Analysis of Structures, the operation of detection platform controllable rotating, working range is large;
(5) gantry walking running mechanism, suspension arm support, whole equipment can be worked continuously by bridge pier;
(6) working platform horizontal stretching can meet at the bottom of bridge, middle part maintenance and detect;
(7) working platform remains level in bridge machinery work, is applicable to many people work;
(8) testing staff or equipment can be upper and lower conveniently by the escape way of bridge checking device;
(9) portal-framed structure has enough intensity and rigidity; Have wind resistance power and shock resistance, personnel and equipment are mobile very steady on working platform, can not rock;
(10) this device meets relevant laws and regulations and standard.
Adopt apparatus of the present invention, can carry out multiple detection, and can carry out continual bridge maintenance and detection when high ferro is normally run, reach every job requirements of high-speed rail bridge maintenance conditions, operating efficiency is high.Adopt apparatus of the present invention, can on-line maintenance and detect following items:
(1) inspection of crackle;
(2) inspection in inside concrete space;
(3) inspection of concrete crushing strength;
(4) measurement of freely movable bearing roll shaft length travel;
(5) inspection of laminated rubber bearing;
(6) inspection of bondbeam, girder steel bead crack;
(7) inspection of high-strength bolt;
(8) inspection etc. of girder steel crackle.
Claims (10)
1. a High-speed Railway Bridges beam gantry walking maintenance conditions method, is characterized in that: adopt a kind of entirety to be maintenance and the detection system of portal-framed structure form; The maintenance of described portal-framed structure form and detection system be under a support high-speed rail bridge guardrails of both sides is set up in bridge both sides joist as gate-type alternately walking maintenance and the detection system of the fulcrum of walking and work; Walked along high iron wire on high-speed railway bridge by the maintenance of portal-framed structure form and detection system, and in the process of walking bridge is keeped in repair or detected preventive inspection and the maintenance conditions operation of high-speed railway bridge.
2. High-speed Railway Bridges beam gantry walking maintenance conditions method as claimed in claim 1, it is characterized in that: the described maintenance by portal-framed structure form and detection system on high-speed railway bridge along maintenance and the detection system of the high iron wire backbone that walks that to be the portal-framed structure pattern adopting horizontal-associate truss contact gauze gauge higher than bridge to connect with both sides vertical shaft truss be, portal-framed structure pattern is the door frame that key maintenance and detection system comprise horizontal-associate truss and connect with both sides vertical shaft truss, body frame is hung with under door frame, traveling nose girder, slew gear and maintenance conditions working platform, under utilizing high-speed rail bridge guardrails of both sides, joist is as the fulcrum of walking and work, the maintenance of portal-framed structure form and the body frame of detection system and traveling nose girder are walked with mode enterprising every trade of joist under high-speed rail bridge guardrails of both sides of alternately walking.
3. High-speed Railway Bridges beam gantry walking maintenance conditions method as claimed in claim 2, it is characterized in that: the mode of described alternately walking is that the maintenance of gantry frame structure form and detection system are divided into two parts, a part is traveling nose girder, and another part is the maintenance of portal-framed structure form and the body frame of detection system, first traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides with upper arm support modes, and fixed, then allow the body frame of the maintenance of portal-framed structure form and detection system move on traveling nose girder along high-speed rail bridge again, and in moving process, bridge keeped in repair or detect, when the maintenance of gantry frame structure form and the body frame of detection system move to other end along traveling nose girder from one, and after detecting, again the body frame of portal-framed structure form detection system is fixed on the edge joist under high-speed rail bridge guardrails of both sides, again traveling nose girder is unclamped from the edge joist high-speed rail bridge guardrails of both sides, traveling nose girder is allowed alternately to move along the maintenance of gantry frame structure form and the body frame of detection system to next section, again traveling nose girder is hung on the edge joist under high-speed rail bridge guardrails of both sides after moving into place with upper arm support modes, and fixed, then the body frame of the maintenance of portal-framed structure form and detection system is allowed to move on traveling nose girder along high-speed rail bridge again, and bridge is carried out to maintenance or the detection of next section in moving process, form a kind of mode of alternately mobile operating.
4. High-speed Railway Bridges beam gantry walking maintenance conditions method as claimed in claim 3, it is characterized in that: described traveling nose girder and the maintenance of portal-framed structure form and the edge joist of the body frame of detection system under high-speed rail bridge guardrails of both sides are fixedly adopt the one-sided four suspension arm support modes of bridge, suspension arm utilizes high-speed railway bridge edge joist to run passage as the suspension of bridge maintenance checkout gear, and suspension arm is arranged on traveling nose girder two ends, two ends, body frame top between two.
5. High-speed Railway Bridges beam gantry walking maintenance conditions method as claimed in claim 1, it is characterized in that: the described maintenance of portal-framed structure form and the slew gear of detection system connect maintenance conditions working platform under being arranged on the maintenance of portal-framed structure form and the both sides body frame of detection system under slew gear; When bridge pier is walked in the maintenance of portal-framed structure form and detection system, by slew gear, the maintenance conditions working platform under body frame is rotated, get around bridge pier; After walking around bridge pier, then rotate, the maintenance conditions working platform on both sides is docked, proceed maintenance or detect.
6. one kind realizes the gantry type maintenance conditions device of High-speed Railway Bridges beam gantry walking maintenance conditions method described in claim 1, comprise the door frame that horizontal-associate truss connects with both sides vertical shaft truss, body frame, traveling nose girder, slew gear and maintenance conditions working platform is hung with under door frame, traveling nose girder is enclosed within the framework of body frame, and the walking that can move around in the framework of body frame, under slew gear is arranged on body frame, be connected to maintenance conditions working platform under slew gear, and maintenance conditions working platform can do swing rotary motion under slew gear drives.
7. gantry type maintenance conditions device as claimed in claim 6, it is characterized in that: the door frame that described horizontal-associate truss connects with both sides vertical shaft truss is frame construction, the mast height that horizontal-associate truss connects with both sides vertical shaft truss contacts gauze gauge higher than bridge, body frame and door frame are linked together by securing member, and door frame is arranged on the centre position of body frame upper frame.
8. gantry type maintenance conditions device as claimed in claim 7, it is characterized in that: described body frame is square frame construction, traveling nose girder is installed in the frame construction of body frame, traveling nose girder can move around in the quadra of body frame, and carries out the distance adjustment between two traveling nose girders by governor motion; The frame construction of body frame is provided with body frame suspension arm first by rail, and body frame is suspended on by body frame suspension arm on the edge joist under high-speed rail bridge guardrails of both sides.
9. gantry type maintenance conditions device as claimed in claim 8, it is characterized in that: described traveling nose girder is mounted in movement on slipping mechanism that two groups of guide wheels form, wherein one group is longitudinal guide wheel, traveling nose girder is arranged on longitudinal guide wheel, traveling nose girder can the longitudinal guide wheel in the quadra of body frame move around, and longitudinal guide wheel is arranged on the slide block of one group of transverse shifting guide wheel formation; By adjustment slide block body frame in lateral attitude regulate distance between two traveling nose girders; Described slipping mechanism is driven by electronic screw body and assembly pulley.
10. gantry type maintenance conditions device as claimed in claim 8, it is characterized in that: described body frame suspension arm and traveling nose girder suspension arm adopt the one-sided four suspension arm support modes of bridge, wherein, two body frame suspension arms are had inside body frame, two body frame suspension arms are had inside traveling nose girder, four suspension arms utilize high-speed railway bridge edge joist to run passage as the suspension of bridge maintenance checkout gear, and suspension arm is arranged on traveling nose girder two ends and two ends, body frame top between two.
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| CN201510513254.8A CN105155430B (en) | 2015-08-20 | 2015-08-20 | High-speed Railway Bridges beam gantry walking maintenance conditions method and maintenance conditions device |
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| CN105155430B CN105155430B (en) | 2017-06-09 |
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| CN106525364A (en) * | 2016-10-11 | 2017-03-22 | 株洲国铁实业有限公司 | Image detecting method and operation device for lower-surface condition of high-speed railway bridge |
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| CN105155430B (en) | 2017-06-09 |
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