CN106638300B - Great-leap-forward bridge maintenance system - Google Patents
Great-leap-forward bridge maintenance system Download PDFInfo
- Publication number
- CN106638300B CN106638300B CN201710057109.2A CN201710057109A CN106638300B CN 106638300 B CN106638300 B CN 106638300B CN 201710057109 A CN201710057109 A CN 201710057109A CN 106638300 B CN106638300 B CN 106638300B
- Authority
- CN
- China
- Prior art keywords
- platform
- sleeper
- walking
- cylinder
- maintenance
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000012423 maintenance Methods 0.000 title claims abstract description 83
- 230000007246 mechanism Effects 0.000 claims abstract description 14
- 241001669679 Eleotris Species 0.000 claims description 68
- 230000003014 reinforcing effect Effects 0.000 claims description 19
- 238000007689 inspection Methods 0.000 claims description 15
- 238000005728 strengthening Methods 0.000 claims description 7
- 238000005452 bending Methods 0.000 claims description 6
- 210000000078 claw Anatomy 0.000 claims description 6
- 210000003746 feather Anatomy 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 7
- 230000008569 process Effects 0.000 abstract description 6
- 238000009434 installation Methods 0.000 description 18
- 230000000087 stabilizing effect Effects 0.000 description 13
- 239000000725 suspension Substances 0.000 description 12
- 230000001681 protective effect Effects 0.000 description 7
- 239000004567 concrete Substances 0.000 description 3
- 229910000831 Steel Inorganic materials 0.000 description 2
- 230000000712 assembly Effects 0.000 description 2
- 238000000429 assembly Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 201000010099 disease Diseases 0.000 description 1
- 208000037265 diseases, disorders, signs and symptoms Diseases 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 238000000844 transformation Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/10—Railings; Protectors against smoke or gases, e.g. of locomotives; Maintenance travellers; Fastening of pipes or cables to bridges
- E01D19/106—Movable inspection or maintenance platforms, e.g. travelling scaffolding or vehicles specially designed to provide access to the undersides of bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
本发明公开一种跨越式桥梁检修系统,包括两个行走机构、两个检修车架和一个检修平台,两个行走机构和两个检修车架分别正对设置在桥梁的两侧,检修车架分别通过行走机构行走,两个检修车架之间跨设有检修平台,采用本发明由于桥身内部预先设置了预埋筒,需要检修桥梁时可将支撑悬臂直接插设在预埋筒内即可开始铺设行走轨枕,行走轨枕铺设在桥梁的两侧不会影响行人和车辆通行。检修过程中遇到桥墩时,通过直线滑动装置使操作平台向支撑装置的一侧滑动,从而给桥墩让位,当操作平台越过桥墩后将操作平台反向滑动使其复位即可继续检修桥梁,此装置避免了检修过程中遇到桥墩时需要拆除检修装置的麻烦。
The invention discloses a spanning bridge maintenance system, which comprises two traveling mechanisms, two maintenance frames and a maintenance platform. Walk through the walking mechanism respectively, and a maintenance platform is set across the two maintenance frames. With the present invention, since the embedded tube is pre-set inside the bridge body, the supporting cantilever can be directly inserted into the embedded tube when the bridge needs to be repaired. The laying of walking sleepers can be started, and the laying of walking sleepers on both sides of the bridge will not affect the passage of pedestrians and vehicles. When the bridge pier is encountered during the maintenance process, the operation platform is slid to one side of the support device through the linear sliding device, so as to give way to the pier. This device avoids the trouble of dismantling the maintenance device when a bridge pier is encountered in the maintenance process.
Description
技术领域technical field
本发明涉及桥梁检测、维护、保养设备,具体设计一种跨越式桥梁检修系统。The invention relates to bridge detection, maintenance and maintenance equipment, and specifically designs a spanning bridge maintenance system.
背景技术Background technique
钢筋混凝土桥梁具有结构简单、造价低、寿命长、安装容易、养护及维护工作量小等优点,被大量应用在铁路干线、公路中。但是随着时间的推移和外部环境的变化等因素,梁体裂纹、钢筋外露、横隔板断裂、人行托架及螺栓锈蚀等严重病害直接危害桥梁安全,因此需要定期对桥梁进行检测和维修。对桥梁进行检测和维修前必须先搭建检测维修设备,常用的检测维修设备主要为检修车,搭建方法为先在桥梁上搭建检修架然后将检修车安装在检修架上,不需要使用时再将搭建的检修架拆除即可,但是搭建检修架时为确保其牢固附着在桥梁上搭建过程比较繁琐,拆卸时也会耗费大量的时间。Reinforced concrete bridges have the advantages of simple structure, low cost, long service life, easy installation, and small maintenance and maintenance workload, and are widely used in railway trunk lines and highways. However, with the passage of time and changes in the external environment and other factors, serious diseases such as cracks in the beam body, exposed steel bars, fractured diaphragms, corrosion of pedestrian brackets and bolts directly endanger the safety of the bridge, so the bridge needs to be inspected and repaired regularly. Inspection and maintenance equipment must be built before bridge inspection and maintenance. The commonly used inspection and maintenance equipment is mainly maintenance vehicles. The construction method is to first build an inspection frame on the bridge and then install the maintenance vehicle on the inspection frame. The built maintenance frame can be dismantled, but the process of building the maintenance frame to ensure that it is firmly attached to the bridge is relatively cumbersome, and it will take a lot of time to disassemble it.
发明内容Contents of the invention
为解决以上技术问题,本发明提供一种跨越式桥梁检修系统。In order to solve the above technical problems, the present invention provides a spanning bridge maintenance system.
技术方案如下:一种跨越式桥梁检修系统,其关键在于:包括两个行走机构、两个检修车架和一个检修平台,两个所述行走机构分别正对设置在桥梁本体的两侧,所述行走机构上分别设有所述检修车架,所述检修车架分别通过所述行走机构行走,两个所述检修车架之间跨设有所述检修平台;The technical solution is as follows: a span bridge maintenance system, the key of which is that it includes two traveling mechanisms, two maintenance frames and a maintenance platform. Said maintenance vehicle frames are respectively provided on said traveling mechanism, and said maintenance vehicle frames respectively travel through said traveling mechanisms, and said maintenance platform is straddled between two said maintenance vehicle frames;
每个所述行走机构包括至少两个预埋组件,所述预埋组件沿桥梁本体的长度方向设置,所述预埋组件包括预埋筒和支撑悬臂,所述预埋筒的筒身倾斜、筒口斜向上设置在桥梁本体内部,所述支撑悬臂水平设置,所述支撑悬臂的内端向下弯折后形成固定连接部,该固定连接部插入所述预埋筒内,所述支撑悬臂的水平段形成轨枕支撑部,所述桥梁本体同侧的所述轨枕支撑部上铺设有同一个行走轨枕,该行走轨枕的侧面沿其长度方向均匀设置有至少两个安装盲孔,所述轨枕支撑部插设在对应的所述安装盲孔内,所述行走轨枕的上方沿其长度方向设有上导轨,所述行走轨枕的下方沿其长度方向设有下吊轨;Each of the running gear includes at least two embedded components, which are arranged along the length direction of the bridge body. The embedded components include an embedded tube and a supporting cantilever. The body of the embedded tube is inclined, The barrel mouth is arranged obliquely inside the bridge body, the support cantilever is arranged horizontally, the inner end of the support cantilever is bent downward to form a fixed connection part, and the fixed connection part is inserted into the embedded tube, and the support cantilever The horizontal section forms a sleeper support part, and the same walking sleeper is laid on the sleeper support part on the same side of the bridge body. The side surface of the walking sleeper is uniformly provided with at least two installation blind holes along its length direction, and the sleeper supports The upper part of the walking sleeper is provided with an upper guide rail along its length direction, and the lower part of the walking sleeper is provided with a lower hanging rail along its length direction;
每个所述检修车架包括穿行平台、穿行甬道和吊篮,所述穿行平台水平设置在所述吊篮上方,所述穿行平台与所述吊篮之间通过所述穿行甬道连通,所述吊篮通过吊杆与所述下吊轨连接,所述穿行甬道通过甬道轮轴与所述上导轨连接,所述穿行甬道内设有人行台阶,两个所述检修车架的所述吊篮分别通过吊绳与所述检修平台两端连接。Each of the maintenance vehicle frames includes a walking platform, a walking corridor and a hanging basket, and the walking platform is horizontally arranged above the hanging basket, and the walking platform and the hanging basket are communicated through the walking corridor, and the The hanging basket is connected to the lower hanging rail through a suspender, and the traveling corridor is connected to the upper guide rail through a shaft of the corridor. There are pedestrian steps in the traveling corridor, and the hanging baskets of the two maintenance frames are respectively It is connected with both ends of the maintenance platform through a sling.
采用以上技术方案在修建桥梁时可将预埋筒直接预埋的桥身内,可根据需要随时将支撑悬臂插设在预埋筒内,然后在轨枕支撑部上铺设行走轨枕,再分别通过下吊轨带动吊篮、上导轨带动穿行甬道移动,从而方便检修。由于穿行平台与桥梁的桥面基本平齐,当检修人员需要在桥面和吊篮内往返时通过穿行甬道到达穿行平台后即可返回桥面,大大节省了往返穿行的时间,同时提高了往返穿行的安全性。不需要检修时,移除检修平台和检修车架后即可拔出支撑悬臂,有效降低了检修系统的安装和拆卸时间。Using the above technical solutions, the pre-embedded tube can be directly embedded in the bridge body when the bridge is built, and the supporting cantilever can be inserted in the pre-embedded tube at any time according to the needs, and then the walking sleeper is laid on the support part of the sleeper. The rail drives the hanging basket, and the upper guide rail drives the passageway to move, so as to facilitate maintenance. Since the walking platform is basically flush with the bridge deck, when the maintenance personnel need to go back and forth between the bridge deck and the hanging basket, they can return to the bridge deck after reaching the walking platform through the walking corridor, which greatly saves the time of going back and forth, and improves the speed of going back and forth. Safety of walking. When maintenance is not required, the support cantilever can be pulled out after removing the maintenance platform and maintenance frame, which effectively reduces the installation and disassembly time of the maintenance system.
作为优选:上述预埋筒的筒底外壁设有附着加强爪组件,该附着加强爪组件包括多个抓钩,所述抓钩的钩柄与所述预埋筒的筒底边缘固定连接,所述抓钩的钩头朝内;As a preference: the outer wall of the bottom of the above-mentioned pre-embedded tube is provided with an attachment and strengthening claw assembly, and the attachment and strengthening claw assembly includes a plurality of grapples, and the hook handles of the grapples are fixedly connected with the edge of the bottom of the pre-embedded tube. the head of the grapple is facing inward;
每个所述抓钩和所述预埋筒之间分别设有三角形的抓钩加强肋板,所述抓钩加强肋板的一个侧边与所述预埋筒的筒身外壁固定连接,所述抓钩加强肋板的另一个侧边与对应的所述抓钩的钩柄固定连接。A triangular grapple reinforcing rib is respectively provided between each of the grapples and the pre-embedded tube, and one side of the grapple reinforcing rib is fixedly connected with the outer wall of the pre-embedded tube. The other side of the grapple reinforcing rib is fixedly connected with the corresponding handle of the grapple.
采用此方案多个抓钩相对朝内钩住桥身内的钢筋,防止预埋筒被拔出或者在浇筑桥梁时被混凝土装置安装位置发生偏移,抓钩与预埋筒之间通过抓钩加强肋板进一步加强,在运输或安装过程中抓钩不易发生形变。Using this scheme, multiple grapples hook the steel bars in the bridge body relatively inward to prevent the embedded tube from being pulled out or being shifted by the installation position of the concrete device when the bridge is poured. The grapple and the embedded tube are strengthened by the grapple The ribs are further strengthened, and the grapple is not easily deformed during transportation or installation.
上述预埋筒的筒底外壁设有防拔拉装置,该防拔拉装置包括防拔拉杆,该防拔拉杆的上端与所述预埋筒的筒底外壁固定连接,所述防拔拉杆的下部设有至少两个防拔拉板,所述防拔拉板与所述预埋筒的筒底平行。采用此设计安装后防拔拉板嵌合在桥身的混凝土内,若有外力拔拉预埋筒,防拔拉板与预埋筒的筒底之间以及相邻的防拔拉板之间的混凝土产生一个强大的反拔拉力,防止预埋筒被拔出。The outer wall of the bottom of the above-mentioned pre-embedded tube is provided with an anti-pullout device, which includes an anti-pullout rod, the upper end of which is fixedly connected with the outer wall of the bottom of the pre-embedded tube, and the anti-pullout rod The lower part is provided with at least two anti-pulling plates, and the anti-pulling plates are parallel to the bottom of the pre-embedded tube. After adopting this design, the anti-pullout plate is embedded in the concrete of the bridge body. If there is external force to pull the embedded tube, the anti-pullout plate and the bottom of the embedded tube and between the adjacent anti-pullout plates The concrete produces a strong anti-pull force to prevent the embedded tube from being pulled out.
上述预埋筒的筒口处外扩形成导向开口,所述预埋筒的筒口边缘向外翻边形成环形的筒盖安装板,该筒盖安装板位于竖直平面内,在所述筒盖安装板上可旋转地安装有筒盖,该筒盖的外壁上设有翻转固定吊环。采用此方案通过勾住翻转固定吊环旋转180°后再利用其他装置如绳索类将筒盖固定住,防止筒盖在自身重力作用下旋转关闭预埋筒,影响安装支撑梁。The mouth of the pre-embedded tube expands outward to form a guide opening, and the edge of the mouth of the pre-embedded tube is flanged outward to form a ring-shaped cover mounting plate, which is located in a vertical plane and installed on the cover A cylinder cover is rotatably installed on the plate, and the outer wall of the cylinder cover is provided with an overturning and fixing suspension ring. Using this scheme, hook the overturning fixing ring and rotate 180°, and then use other devices such as ropes to fix the cover, so as to prevent the cover from rotating and closing the pre-embedded tube under its own gravity, which will affect the installation of the support beam.
上述支撑悬臂包括正对设置的上支撑板和下支撑板,所述上支撑板和下支撑板之间通过两块正对设置的纵向支撑板固定连接,所述上支撑板上设有轨枕定位孔,该轨枕定位孔靠近所述预埋筒的筒口处;The above support cantilever includes an upper support plate and a lower support plate facing each other, the upper support plate and the lower support plate are fixedly connected by two longitudinal support plates facing each other, and the upper support plate is provided with a sleeper positioning hole, the sleeper positioning hole is close to the mouth of the embedded tube;
两块所述纵向支撑板之间设有两块加强斜板,两块所述加强斜板交叉设置,两块所述加强斜板的上边缘分别与所述上支撑板和/或纵向支撑板固定连接,两块所述加强斜板的下边缘分别与所述下支撑板和/或所述纵向支撑板固定连接,两个所述纵向支撑板之间的所述上支撑板的下表面沿其长度方向设有加强筋;Two reinforcing sloping plates are arranged between the two longitudinal supporting plates, and the two reinforcing sloping plates are intersected. fixedly connected, the lower edges of the two reinforced inclined plates are respectively fixedly connected with the lower support plate and/or the longitudinal support plate, and the lower surface of the upper support plate between the two longitudinal support plates is along the Its length direction is provided with reinforcing ribs;
所述支撑悬臂的弯折处设有至少一个加强肋板,所述加强肋板的截面呈倒“T”字形,所述加强肋板的上边缘与所述下支撑板固定连接,所述加强肋板沿所述下支撑板的长度方向设置,所述预埋筒的筒口内壁上沿其轴向对应设置有肋板让位槽,所述加强肋板卡设在对应的所述肋板让位槽内。The bending part of the support cantilever is provided with at least one reinforcing rib, the cross-section of the reinforcing rib is in an inverted "T" shape, the upper edge of the reinforcing rib is fixedly connected with the lower support plate, and the reinforcing rib The ribs are arranged along the length direction of the lower support plate, and the inner wall of the mouth of the embedded tube is provided with a rib relief groove correspondingly along its axial direction, and the reinforcing ribs are clamped on the corresponding rib reliefs. in the bit slot.
采用此方案由于支撑悬臂采用支撑板的形式,上、下支撑板之间基本为空心状,因此支撑横梁较轻,方便运输和搭建,在支撑悬臂上铺设行走轨枕后可在定位孔内插设定位销,从而将铺设的轨道和支撑悬臂固定在一起,防止二者产生相对位移造成轨道滑出。支撑横梁的弯折处易造成应力集中,通过加强肋板可有效提升支撑横梁的弯折处的强度,肋板让位槽可对支撑悬臂起到稳固的作用,防止支撑悬臂和预埋筒之间发生相对转动,铺设检修轨道时更稳固。With this scheme, since the support cantilever adopts the form of a support plate, the upper and lower support plates are basically hollow, so the support beam is lighter, which is convenient for transportation and construction. After laying the walking sleeper on the support cantilever, it can be inserted in the positioning hole. Positioning pins, so as to fix the laid track and the support cantilever together, to prevent the relative displacement of the two and cause the track to slide out. The bending part of the supporting beam is easy to cause stress concentration. The strength of the bending part of the supporting beam can be effectively improved by strengthening the rib plate. The relief groove of the rib plate can stabilize the supporting cantilever and prevent the gap between the supporting cantilever and the embedded tube Relative rotation occurs between them, and it is more stable when laying maintenance tracks.
上述上导轨包括上滑轨和上滚轮,所述上滑轨固定安装在所述行走轨枕的上表面,所述安装盲孔上方的所述行走轨枕上设有轨枕固定孔,该轨枕固定孔内插设有轨枕定位销,所述轨枕定位销向下穿过所述行走轨枕后伸入所述轨枕定位孔内,所述上滚轮的外圆周上设有环形的滑轨凹槽,所述上滚轮通过所述滑轨凹槽跨骑在所述上滑轨上,所述甬道轮轴一端与所述穿行甬道的侧壁固定连接,另一端与所述上滚轮连接;The above-mentioned upper guide rail includes an upper slide rail and an upper roller, the upper slide rail is fixedly installed on the upper surface of the walking sleeper, and the walking sleeper above the blind installation hole is provided with a sleeper fixing hole, and the sleeper fixing hole A sleeper positioning pin is inserted, and the sleeper positioning pin extends downward through the walking sleeper and then extends into the sleeper positioning hole. The outer circumference of the upper roller is provided with an annular slide rail groove. The roller straddles the upper slide rail through the groove of the slide rail, one end of the shaft of the shaft is fixedly connected to the side wall of the passageway, and the other end is connected to the upper roller;
所述下吊轨包括两个正对设置的“L”形下滑轨,两个所述下滑轨的立臂上边缘分别与所述行走轨枕的下表面固定连接,两个所述下滑轨之间设有下滚轮件,该下滚轮件包括滑动轮轴,该滑动轮轴上安装有两个下滚轮,两个所述下滚轮分别位于两个所述下滑轨的横臂上,所述吊杆的上端与所述滑动轮轴固定连接,下端与所述吊篮的顶部固定连接。The lower hanging rail includes two "L" shaped sliding rails facing each other. The upper edges of the vertical arms of the two sliding rails are respectively fixedly connected to the lower surface of the walking sleeper. A lower roller part is provided, and the lower roller part includes a sliding wheel shaft. Two lower rollers are installed on the sliding wheel shaft. The two lower rollers are respectively located on the cross arms of the two lower rails. The upper end of the boom It is fixedly connected with the sliding wheel shaft, and the lower end is fixedly connected with the top of the hanging basket.
采用此设计吊篮通过吊杆与滑动轮轴连接后即可通过两个下滚轮沿下滑轨的长度方向不断滑动,上滚轮采用跨骑在上滑轨上,滑动过程中不易从轨道上滑出。With this design, the hanging basket can slide continuously along the length direction of the lower rail through the two lower rollers after being connected to the sliding wheel shaft through the boom.
上述上滚轮和所述行走轨枕之间设有导向装置,该导向装置包括导向条和导向轮,所述上滚轮两侧的所述行走轨枕上分别设有所述导向条,所述甬道轮轴的两端分别穿出所述上滚轮,所述上滚轮两侧的所述甬道轮轴上分别设有导向轮轴,所述导向轮轴的上端与甬道轮轴连接,所述导向轮轴下部分别安装有所述导向轮,所述导向轮位于所述导向条内侧,并沿所述导向条滚动。采用此方案导向条和导向轮不仅可对上滚轮起到导向作用,同时具有一定的稳定作用,使上滚轮的滚动更平稳。A guiding device is provided between the upper roller and the walking sleeper. The guiding device includes a guide strip and a guide wheel. The walking sleepers on both sides of the upper roller are respectively provided with the guide strips. The two ends pass through the upper rollers respectively, and guide wheel shafts are respectively provided on the shafts of the shafts on both sides of the upper rollers. The upper ends of the guide shafts are connected with the shafts of the shafts. The guide wheel is located inside the guide bar and rolls along the guide bar. Adopting this scheme, the guide bar and the guide wheel can not only guide the upper roller, but also have a certain stabilizing effect, so that the upper roller can roll more smoothly.
上述检修平台包括操作平台和两个水平正对设置的支撑台,所述操作平台跨设在两个所述支撑台上,两个所述检修车架的所述吊篮内分别设有卷扬机,所述卷扬机上分别饶设有所述吊绳,所述吊绳分别与对应的所述支撑台固定连接,所述操作平台上设有直线滑动装置,所述操作平台通过所述直线滑动装置在两个所述支撑台之间滑动,所述操作平台上设有检修小车,所述操作平台连接有滑动驱动装置。采用此设计遇到桥墩时通过直线滑动装置将操作平台不断向其中一个支撑台一侧滑动,当操作平台与另一个支撑台之间的间距足以通过桥墩时即可移动检修车架带动支撑台和操作平台跨过桥墩,支撑台和操作平台均跨过桥墩后再将操作平台方向滑动使其复位即可继续检修桥梁,此装置避免了检修过程中遇到桥墩时需要拆除检修装置的麻烦,大大节省了检修工期。The above maintenance platform includes an operation platform and two horizontally facing support platforms, the operation platform straddles the two support platforms, and the hoists are respectively installed in the hanging baskets of the two maintenance frames. The hoist is respectively provided with the suspension ropes, and the suspension ropes are respectively fixedly connected with the corresponding support platforms, and the operation platform is provided with a linear sliding device, and the operation platform is placed on the ground through the linear sliding device. Sliding between the two support platforms, an overhaul trolley is provided on the operating platform, and a sliding drive device is connected to the operating platform. With this design, when a bridge pier is encountered, the operation platform is continuously slid to one side of the support platform through a linear sliding device. When the distance between the operation platform and the other support platform is sufficient to pass through the bridge pier, the maintenance vehicle frame can be moved to drive the support platform and the bridge pier. The operation platform crosses the bridge pier, and both the support platform and the operation platform cross the bridge pier, and then the operation platform can be slid in the direction to make it reset, and then the bridge can be continued to be inspected. The maintenance period is saved.
上述直线滑动装置包括避让导轨,所述避让导轨固定安装在所述操作平台的下表面,两个所述支撑台上对应所述避让导轨分别设有导向滑槽,所述导向滑槽沿所述操作平台的直线滑动方向贯穿对应的所述支撑台,所述操作平台通过所述避让导轨在所述导向滑槽内滑动;The above-mentioned linear sliding device includes avoidance guide rails, and the avoidance guide rails are fixedly installed on the lower surface of the operation platform, and guide chute corresponding to the avoidance guide rails are respectively provided on the two support platforms, and the guide chute is arranged along the The linear sliding direction of the operation platform runs through the corresponding support platform, and the operation platform slides in the guide chute through the avoidance guide rail;
所述滑动驱动装置包括滑动电机,该滑动电机固定安装在任一个所述支撑台的下表面,所述滑动电机的输出轴上设有滑动齿轮,所述操作平台上设有与所述避让导轨平行的滑动齿条,所述滑动齿轮与滑动齿条啮合。The sliding drive device includes a sliding motor, which is fixedly installed on the lower surface of any one of the support platforms, the output shaft of the sliding motor is provided with a sliding gear, and the operating platform is provided with a sliding gear parallel to the avoidance guide rail. The sliding rack, the sliding gear meshes with the sliding rack.
采用此方案需要避让桥墩时通过滑动电机带动滑动齿轮转动从而使操作平台不断往其中一个支撑台一端滑动,当操作平台与另一个支撑台之间的间距足够通过桥墩时即可移动两个支撑台越过桥墩,然后使滑动电机反向转动使操作平台不断向另一个支撑台靠近直至恢复原状继续检修。When adopting this scheme, it is necessary to use the sliding motor to drive the sliding gear to rotate when avoiding the bridge pier, so that the operation platform continuously slides towards one end of one of the support platforms. When the distance between the operation platform and the other support platform is sufficient to pass through the bridge pier, the two support platforms can be moved Cross over the bridge pier, and then make the sliding motor rotate in reverse to make the operating platform approach the other supporting platform until it returns to its original state and continues to overhaul.
上述滑动电机所在的所述支撑台上设有液压缸,所述液压缸的缸筒与所述支撑台固定,所述液压缸的液压杆顶端设有稳定榫槽,所述液压缸上方的所述吊篮的下底面设有稳定榫头,所述稳定榫头插设在所述稳定榫槽内。采用此设计需要跨越桥墩时,升高液压杆使稳定榫槽与对应的稳定榫头配合,此时液压杆起到支撑稳定的作用,防止操作平台向一端滑动避让桥墩时承受操作平台重量的支撑台晃动而不稳定,影响操作。A hydraulic cylinder is provided on the support platform where the sliding motor is located, and the cylinder barrel of the hydraulic cylinder is fixed to the support platform. The top of the hydraulic rod of the hydraulic cylinder is provided with a stable tongue and groove. The lower bottom surface of the hanging basket is provided with a stabilizing tenon, and the stabilizing tenon is inserted into the stabilizing tenon groove. When adopting this design, when the bridge pier needs to be crossed, the hydraulic rod is raised to match the stabilizing mortise with the corresponding stabilizing tenon. At this time, the hydraulic rod plays a role of supporting and stabilizing, preventing the operation platform from sliding to one end and avoiding the support platform bearing the weight of the pier. Shaking and unstable, affecting operation.
有益效果:采用本发明的有益效果是由于桥身内部预先设置了预埋筒,需要检修桥梁时可将支撑悬臂直接插设在预埋筒内即可开始铺设行走轨枕,行走轨枕铺设在桥梁的两侧不会影响行人和车辆通行,通过动力装置带动检修车架不断移动,从而使操作平台不断前行方便检修。检修过程中遇到桥墩时,通过直线滑动装置使操作平台向支撑装置的一侧滑动,从而给桥墩让位,当操作平台越过桥墩后将操作平台反向滑动使其复位即可继续检修桥梁,此装置避免了检修过程中遇到桥墩时需要拆除检修装置的麻烦,大大节省了检修工期。Beneficial effect: the beneficial effect of adopting the present invention is that since the embedded tube is preset inside the bridge body, the supporting cantilever can be directly inserted into the embedded tube to start laying the walking sleeper when the bridge needs to be overhauled, and the walking sleeper is laid on the bridge. The two sides will not affect the passage of pedestrians and vehicles, and the maintenance frame is driven by the power device to move continuously, so that the operation platform can move forward continuously to facilitate maintenance. When the bridge pier is encountered during the maintenance process, the operation platform is slid to one side of the support device through the linear sliding device, so as to give way to the bridge pier. This device avoids the trouble of dismantling the maintenance device when a bridge pier is encountered in the maintenance process, and greatly saves the maintenance period.
附图说明Description of drawings
图1为本发明的结构示意图;Fig. 1 is a structural representation of the present invention;
图2为图1的A-A’剖视图;Fig. 2 is A-A ' sectional view of Fig. 1;
图3为预埋组件的结构示意图;Figure 3 is a schematic structural view of the embedded component;
图4为预埋筒的结构示意图;Fig. 4 is the structural representation of embedded cylinder;
图5为图4的B-B’剖面图;Fig. 5 is the B-B ' sectional view of Fig. 4;
图6为支撑悬臂的结构示意图;Fig. 6 is the structural representation of support cantilever;
图7为图6的C-C’剖视图;Fig. 7 is the C-C ' sectional view of Fig. 6;
图8为行走轨枕和上导轨的结构示意图;Fig. 8 is the structural representation of walking sleeper and upper guide rail;
图9为图8的D-D’剖视图;Fig. 9 is the D-D ' sectional view of Fig. 8;
图10为检修车架的结构示意图;Figure 10 is a structural schematic diagram of the overhaul vehicle frame;
图11为图10的E-E’剖视图;Fig. 11 is E-E' sectional view of Fig. 10;
图12为检修平台的结构示意图;Figure 12 is a schematic structural view of the maintenance platform;
图13为图12的G-G’剖视图;Fig. 13 is the G-G' sectional view of Fig. 12;
图14为图12的F-F’剖视图;Fig. 14 is the F-F ' sectional view of Fig. 12;
图15为图2中a部的放大图;Figure 15 is an enlarged view of part a in Figure 2;
图16为图2中b部的放大图;Figure 16 is an enlarged view of part b in Figure 2;
图17为14中c部的放大图。Fig. 17 is an enlarged view of part c in Fig. 14 .
具体实施方式Detailed ways
下面结合实施例和附图对本发明作进一步说明。The present invention will be further described below in conjunction with the embodiments and accompanying drawings.
如图1-2和图10-11所示,一种跨越式桥梁检修系统,包括两个行走机构3、两个检修车架4和一个检修平台5,两个所述行走机构3分别正对设置在桥梁本体2的两侧,所述行走机构3上分别设有所述检修车架4,所述检修车架4分别通过所述行走机构3行走,两个所述检修车架4之间跨设有所述检修平台5;As shown in Figure 1-2 and Figure 10-11, a spanning bridge maintenance system includes two traveling mechanisms 3, two maintenance vehicle frames 4 and a maintenance platform 5, and the two traveling mechanisms 3 are respectively facing It is arranged on both sides of the bridge body 2, and the inspection vehicle frame 4 is respectively arranged on the traveling mechanism 3, and the inspection vehicle frame 4 travels through the traveling mechanism 3 respectively, between the two inspection vehicle frames 4 The overhaul platform 5 is arranged across;
每个所述行走机构3包括至少两个预埋组件1,所述预埋组件1沿桥梁本体 2的长度方向设置,所述预埋组件1包括预埋筒201和支撑悬臂101,所述预埋筒201的筒身倾斜、筒口斜向上设置在桥梁本体2本体内部,所述支撑悬臂101 水平设置,所述支撑悬臂101的内端向下弯折后形成固定连接部101b,该固定连接部101b插入所述预埋筒201内,所述支撑悬臂101的水平段形成轨枕支撑部101a,所述桥梁本体2同侧的所述轨枕支撑部101a上铺设有同一个行走轨枕 301,该行走轨枕301的侧面沿其长度方向均匀设置有至少两个安装盲孔302,所述轨枕支撑部101a插设在对应的所述安装盲孔302内,所述行走轨枕301的上方沿其长度方向设有上导轨,所述行走轨枕301的下方沿其长度方向设有下吊轨;Each of the running gear 3 includes at least two embedded assemblies 1, which are arranged along the length direction of the bridge body 2. The embedded assemblies 1 include an embedded tube 201 and a support cantilever 101. The body of the buried tube 201 is inclined, and the mouth of the tube is arranged obliquely inside the body of the bridge body 2. The support cantilever 101 is arranged horizontally. The inner end of the support cantilever 101 is bent downward to form a fixed connection part 101b. The fixed connection part 101b is inserted into the pre-embedded tube 201, the horizontal section of the support cantilever 101 forms a sleeper support part 101a, and the same walking sleeper 301 is laid on the same side of the bridge body 2 as the sleeper support part 101a, the walking sleeper At least two installation blind holes 302 are uniformly arranged on the side of the walking sleeper 301 along its length direction, the sleeper support part 101a is inserted into the corresponding installation blind holes 302, and the upper part of the walking sleeper 301 is provided along its length direction. The upper guide rail, the lower part of the walking sleeper 301 is provided with a lower hanging rail along its length direction;
每个所述检修车架4包括穿行平台401、穿行甬道402和吊篮403,所述穿行平台401水平设置在所述吊篮403上方,所述穿行平台401与所述吊篮403 之间通过所述穿行甬道402连通,所述吊篮403通过吊杆408与所述下吊轨连接,所述穿行甬道402通过甬道轮轴306与所述上导轨连接,所述穿行甬道402 内设有人行台阶404,两个所述检修车架4的所述吊篮403分别通过吊绳516与所述检修平台5两端连接。Each of the overhaul vehicle frames 4 includes a walking platform 401, a walking ramp 402 and a hanging basket 403, the walking platform 401 is horizontally arranged above the hanging basket 403, and a The walkway 402 is connected, the hanging basket 403 is connected to the lower hanging rail through the boom 408, the walkway 402 is connected to the upper guide rail through the shaft 306 of the walkway, and pedestrian steps are arranged in the walkway 402 404 , the hanging baskets 403 of the two inspection frames 4 are respectively connected to both ends of the inspection platform 5 through hanging ropes 516 .
如图3-5所示,所述预埋筒201的筒底外壁设有附着加强爪组件210,该附着加强爪组件210包括多个抓钩,所述抓钩的钩柄与所述预埋筒201的筒底边缘固定连接,所述抓钩的钩头朝内,每个所述抓钩和所述预埋筒201之间分别设有三角形的抓钩加强肋板202,所述抓钩加强肋板202的一个侧边与所述预埋筒201的筒身外壁固定连接,所述抓钩加强肋板202的另一个侧边与对应的所述抓钩的钩柄固定连接,所述预埋筒201的筒底外壁设有防拔拉装置203,该防拔拉装置203包括防拔拉杆203a,该防拔拉杆203a的上端与所述预埋筒201的筒底外壁固定连接,所述防拔拉杆203a的下部设有至少两个防拔拉板203b,所述防拔拉板203b与所述预埋筒201的筒底平行,所述预埋筒201为方形筒,所述抓钩共八个,八个所述抓钩沿所述预埋筒201的周向均匀分布。As shown in Figures 3-5, the outer wall of the bottom of the pre-embedded tube 201 is provided with an attachment strengthening claw assembly 210, and the attachment strengthening claw assembly 210 includes a plurality of grapples, and the hook handle of the grapple is connected to the embedded The bottom edge of the tube 201 is fixedly connected, the hook head of the grapple is facing inward, and a triangular grapple reinforcing rib 202 is respectively provided between each grapple and the embedded tube 201, and the grapple One side of the reinforcing rib 202 is fixedly connected to the outer wall of the pre-embedded tube 201, and the other side of the reinforcing rib 202 of the grapple is fixedly connected to the handle of the corresponding grapple. The outer wall of the bottom of the pre-embedded tube 201 is provided with an anti-pulling device 203, the anti-pulling device 203 includes an anti-pulling rod 203a, and the upper end of the anti-pulling rod 203a is fixedly connected with the outer wall of the bottom of the pre-embedded tube 201. The bottom of the anti-pull rod 203a is provided with at least two anti-pull plates 203b, the anti-pull plates 203b are parallel to the bottom of the embedded tube 201, the embedded tube 201 is a square tube, and the grab There are eight hooks in total, and the eight grapples are evenly distributed along the circumference of the embedded tube 201 .
所述预埋筒201的筒口处外扩形成导向开口,所述预埋筒201的筒口边缘向外翻边形成环形的筒盖安装板205,该筒盖安装板205位于竖直平面内,在所述筒盖安装板205上可旋转地安装有筒盖206,该筒盖206的外壁上设有翻转固定吊环204,优选地,所述筒盖安装板205上设有筒盖安装杆207,所述筒盖206 上设有安装过孔,所述筒盖206通过所述安装过孔套挂在所述筒盖安装杆207 上,所述筒盖安装杆207穿出所述安装过孔后连接有锁紧端头208,所述筒盖 206可绕所述筒盖安装杆207旋转,所述翻转固定吊环204位于所述安装过孔的正下方。The mouth of the pre-embedded tube 201 expands outward to form a guide opening, and the edge of the mouth of the pre-embedded tube 201 is flanged outward to form a ring-shaped cover mounting plate 205, which is located in a vertical plane. A canopy cover 206 is rotatably mounted on the canopy cover mounting plate 205, and an overturning and fixing suspension ring 204 is provided on the outer wall of the canister cover 206. Preferably, a canopy cover installation rod 207 is provided on the canopy cover mounting plate 205, The cover 206 is provided with an installation hole, and the cover 206 is hung on the cover installation rod 207 through the installation hole sleeve, and the cover installation rod 207 passes through the installation hole. A locking terminal 208 is connected, the cylinder cover 206 can rotate around the cylinder cover installation rod 207 , and the overturning and fixing suspension ring 204 is located directly below the installation through hole.
如图3和图6-7所示,所述支撑悬臂101包括正对设置的上支撑板103和下支撑板104,所述上支撑板103和下支撑板104之间通过两块正对设置的纵向支撑板105固定连接,所述上支撑板103上设有轨枕定位孔102,该轨枕定位孔 102靠近所述预埋筒201的筒口处。As shown in Fig. 3 and Fig. 6-7, the support cantilever 101 includes an upper support plate 103 and a lower support plate 104 which are arranged oppositely, and the upper support plate 103 and the lower support plate 104 are arranged by two oppositely arranged The longitudinal support plate 105 is fixedly connected, the upper support plate 103 is provided with a sleeper positioning hole 102, and the sleeper positioning hole 102 is close to the mouth of the pre-embedded tube 201.
两块所述纵向支撑板105之间设有两块加强斜板106,两块所述加强斜板 106交叉设置,两块所述加强斜板106的上边缘分别与所述上支撑板103和/或纵向支撑板105固定连接,两块所述加强斜板106的下边缘分别与所述下支撑板104和/或所述纵向支撑板105固定连接,两个所述纵向支撑板105之间的所述上支撑板103的下表面沿其长度方向设有加强筋107,所述支撑悬臂101的弯折处设有三个悬臂加强肋板108,三个所述悬臂加强肋板108沿所述下支撑板 104的长度方向平行设置,所述加强肋板108的截面呈倒“T”字形,所述加强肋板108的上边缘与所述下支撑板104固定连接,所述预埋筒201的筒口内壁上沿其轴向对应设置有肋板让位槽209,所述悬臂加强肋板108卡设在对应的所述肋板让位槽209内,所述轨枕支撑部101a和所述固定连接部101b之间的夹角为125°-155°,所述固定连接部101b的长度为所述轨枕支撑部101a长度的 1.2-1.4倍,固定连接部101b的长度比轨枕支撑部101a略长,固定更稳固。Two reinforced slant plates 106 are arranged between the two longitudinal support plates 105, and the two reinforced slanted plates 106 are intersected. /or the longitudinal support plate 105 is fixedly connected, the lower edges of the two reinforced sloping plates 106 are respectively fixedly connected with the lower support plate 104 and/or the longitudinal support plate 105, between the two longitudinal support plates 105 The lower surface of the upper supporting plate 103 is provided with reinforcing ribs 107 along its length direction, and the bending part of the supporting cantilever 101 is provided with three cantilever reinforcing ribs 108, and the three cantilever reinforcing ribs 108 are arranged along the The length direction of the lower support plate 104 is arranged in parallel, the section of the reinforcement rib 108 is in an inverted “T” shape, the upper edge of the reinforcement rib 108 is fixedly connected with the lower support plate 104, and the embedded tube 201 The inner wall of the mouth of the tube is correspondingly provided with a rib plate relief groove 209 along its axial direction, and the cantilever reinforcing rib plate 108 is clamped in the corresponding rib plate relief groove 209, and the sleeper support part 101a and the fixed The angle between the connecting parts 101b is 125°-155°, the length of the fixed connecting part 101b is 1.2-1.4 times the length of the sleeper supporting part 101a, and the length of the fixed connecting part 101b is slightly longer than the sleeper supporting part 101a , the fixation is more stable.
如图8和图9所示,所述上导轨包括上滑轨303和上滚轮304,所述上滑轨 303固定安装在所述行走轨枕301的上表面,所述安装盲孔302上方的所述行走轨枕301上设有轨枕固定孔312,该轨枕固定孔312内插设有轨枕定位销,所述轨枕定位销向下穿过所述行走轨枕301后伸入所述轨枕定位孔102内,所述上滚轮304的外圆周上设有环形的滑轨凹槽305,所述上滚轮304通过所述滑轨凹槽305跨骑在所述上滑轨303上,所述甬道轮轴306一端与所述穿行甬道402 的侧壁固定连接,另一端与所述上滚轮304连接。As shown in Fig. 8 and Fig. 9, the upper guide rail includes an upper slide rail 303 and an upper roller 304, the upper slide rail 303 is fixedly installed on the upper surface of the walking sleeper 301, and all the installation blind holes 302 above The sleeper fixing hole 312 is provided on the walking sleeper 301, and a sleeper positioning pin is inserted in the sleeper fixing hole 312, and the sleeper positioning pin extends downward through the walking sleeper 301 and then extends into the sleeper positioning hole 102, The outer circumference of the upper roller 304 is provided with an annular slide rail groove 305, the upper roller 304 rides on the upper slide rail 303 through the slide rail groove 305, and one end of the shaft 306 of the ramp is connected to the upper slide rail 303. The side wall of the walkway 402 is fixedly connected, and the other end is connected with the upper roller 304 .
所述下吊轨包括两个正对设置的“L”形下滑轨307,两个所述下滑轨307 的立臂上边缘分别与所述行走轨枕301的下表面固定连接,两个所述下滑轨307 之间设有下滚轮件,该下滚轮件包括滑动轮轴309,该滑动轮轴309上安装有两个下滚轮308,两个所述下滚轮308分别位于两个所述下滑轨307的横臂上,所述吊杆408的上端与所述滑动轮轴309固定连接,下端与所述吊篮403的顶部固定连接。The lower hanging rail includes two "L" shaped sliding rails 307 facing oppositely. A lower roller part is arranged between the rails 307, and the lower roller part includes a sliding wheel shaft 309. Two lower rollers 308 are installed on the sliding wheel shaft 309. On the arm, the upper end of the suspension rod 408 is fixedly connected with the sliding wheel shaft 309 , and the lower end is fixedly connected with the top of the hanging basket 403 .
所述上滚轮304和所述行走轨枕301之间设有导向装置,该导向装置包括导向条311和导向轮310,所述上滚轮304两侧的所述行走轨枕301上分别设有所述导向条311,所述甬道轮轴306的两端分别穿出所述上滚轮304,所述上滚轮304两侧的所述甬道轮轴306上分别设有导向轮轴313,所述导向轮轴313的上端与甬道轮轴306连接,所述导向轮轴313下部分别安装有所述导向轮310,所述导向轮310位于所述导向条311内侧,并沿所述导向条311滚动,所述行走轨枕301、所述下滑轨307和所述导向条311一体成型。A guiding device is provided between the upper roller 304 and the walking sleeper 301, and the guiding device includes a guide bar 311 and a guiding wheel 310, and the walking sleeper 301 on both sides of the upper roller 304 is respectively provided with the guide 311, the two ends of the shaft 306 of the shaft pass through the upper roller 304 respectively, and the shaft 306 of the shaft 306 on both sides of the upper roller 304 is respectively provided with a guide wheel shaft 313, and the upper end of the shaft 313 of the guide shaft is connected with the shaft of the shaft. The wheel shaft 306 is connected, and the guide wheel 310 is respectively installed on the lower part of the guide wheel shaft 313. The guide wheel 310 is located inside the guide bar 311 and rolls along the guide bar 311. The walking sleeper 301, the slide down The rail 307 and the guide bar 311 are integrally formed.
如图12-17所示,所述检修平台5包括操作平台502和两个水平正对设置的支撑台501,所述操作平台502跨设在两个所述支撑台501上,两个所述检修车架4的所述吊篮403内分别设有卷扬机405,所述卷扬机405上分别饶设有所述吊绳516,所述吊绳516分别与对应的所述支撑台501固定连接,所述操作平台 502上设有直线滑动装置,所述操作平台502通过所述直线滑动装置在两个所述支撑台501之间滑动,所述操作平台502上设有检修小车504,所述操作平台 502连接有滑动驱动装置。As shown in Figures 12-17, the maintenance platform 5 includes an operation platform 502 and two support platforms 501 that are horizontally opposite to each other. The operation platform 502 is straddled on the two support platforms 501. The hanging baskets 403 of the vehicle frame 4 are respectively provided with winches 405, and the hoists 405 are respectively provided with the suspension ropes 516, and the suspension ropes 516 are respectively fixedly connected with the corresponding support platforms 501. The operating platform 502 is provided with a linear sliding device, and the operating platform 502 slides between the two support platforms 501 through the linear sliding device. The operating platform 502 is provided with a maintenance trolley 504. The operating platform 502 is connected with a sliding drive.
所述直线滑动装置包括避让导轨503,所述避让导轨503固定安装在所述操作平台502的下表面,两个所述支撑台501上对应所述避让导轨503分别设有导向滑槽506,所述导向滑槽506沿所述操作平台502的直线滑动方向贯穿对应的所述支撑台501,所述操作平台502通过所述避让导轨503在所述导向滑槽 506内滑动,所述滑动驱动装置包括滑动电机507,该滑动电机507固定安装在任一个所述支撑台501的下表面,所述滑动电机507为减速电机,所述滑动电机507的输出轴上设有滑动齿轮508,所述操作平台502上设有与所述避让导轨 503平行的滑动齿条509,所述滑动齿轮508与滑动齿条509啮合,所述滑动驱动装置共两套,两套所述滑动驱动装置的滑动齿条9分别固定安装在所述操作平台2的下表面,所述支撑台1上对应所述滑动齿条9分别设有齿槽。The linear sliding device includes an avoidance guide rail 503, and the avoidance guide rail 503 is fixedly installed on the lower surface of the operation platform 502. The two support platforms 501 are respectively provided with guide chute 506 corresponding to the avoidance guide rail 503, so that The guide chute 506 runs through the corresponding support platform 501 along the linear sliding direction of the operation platform 502, the operation platform 502 slides in the guide chute 506 through the avoidance guide rail 503, and the sliding drive device Including a sliding motor 507, the sliding motor 507 is fixedly installed on the lower surface of any one of the support platforms 501, the sliding motor 507 is a geared motor, the output shaft of the sliding motor 507 is provided with a sliding gear 508, and the operating platform 502 is provided with a sliding rack 509 parallel to the avoidance guide rail 503, and the sliding gear 508 is engaged with the sliding rack 509. There are two sets of sliding drive devices, and the sliding racks 9 of the two sets of sliding driving devices They are respectively fixedly installed on the lower surface of the operating platform 2 , and tooth slots are respectively provided on the support platform 1 corresponding to the sliding racks 9 .
所述滑动电机507所在的所述支撑台501上设有液压缸511,所述液压缸 511的缸筒与所述支撑台501固定,所述液压缸511的液压杆顶端设有稳定榫槽 512,所述液压缸511上方的所述吊篮403的下底面设有稳定榫头505,所述稳定榫头505插设在所述稳定榫槽512内,优选地,所述液压缸511共四个,四个所述液压缸511分别靠近所述支撑台501的四角。The support platform 501 where the sliding motor 507 is located is provided with a hydraulic cylinder 511, the cylinder barrel of the hydraulic cylinder 511 is fixed to the support platform 501, and the top of the hydraulic rod of the hydraulic cylinder 511 is provided with a stabilizing tenon groove 512 The lower bottom surface of the hanging basket 403 above the hydraulic cylinder 511 is provided with a stabilizing tenon 505, and the stabilizing tenon 505 is inserted into the stabilizing tenon groove 512. Preferably, there are four hydraulic cylinders 511 in total. The four hydraulic cylinders 511 are respectively close to the four corners of the supporting platform 501 .
所述操作平台502和所述支撑台501之间设有操作定位销517,所述操作定位销517向下穿过所述操作平台502后伸入所述支撑台501内,两个所示支撑台501的内侧边缘上分别设有越墩滚轮513,所述越墩滚轮513的轴心线与水平面垂直,所述操作平台502上设有检修导向滑道510,所述检修小车504通过所述检修导向滑道510直线移动,所述操作平台502的四周设有操作防护围栏515。An operation positioning pin 517 is provided between the operation platform 502 and the support platform 501, and the operation positioning pin 517 passes through the operation platform 502 downwards and then extends into the support platform 501. The inner edge of the table 501 is respectively provided with pier rollers 513, the axis line of the pier rollers 513 is perpendicular to the horizontal plane, the operation platform 502 is provided with a maintenance guide slideway 510, and the maintenance trolley 504 passes through the The maintenance guide slideway 510 moves linearly, and the operation protection fence 515 is arranged around the operation platform 502 .
从图中还可以看出,所述穿行平台401的四周设有穿行防护围栏407,所述吊篮403顶部沿所述桥梁2的长度方向并排设有三个所述下滚轮件,三个所述下滚轮件上方对应设置有三个所述上滚轮304,所述吊篮403下方竖向设置有导向杆406,该导向杆406的上端与所述吊篮403的底板下表面固定连接,所述操作平台502上对应所述导向杆406设有导向通孔514,该导向通孔514向下延伸贯穿所述支撑台501。It can also be seen from the figure that the walking platform 401 is surrounded by a walking protective fence 407, and the top of the hanging basket 403 is provided with three lower roller parts side by side along the length direction of the bridge 2. Three upper rollers 304 are correspondingly arranged above the lower roller part, and a guide rod 406 is vertically arranged below the hanging basket 403, and the upper end of the guiding rod 406 is fixedly connected with the lower surface of the bottom plate of the hanging basket 403. The platform 502 is provided with a guide through hole 514 corresponding to the guide rod 406 , and the guide through hole 514 extends downwards through the support platform 501 .
两套所述行走机构3的下吊轨之间设有检修防护系统6,该检修防护系统6 包括两个防护吊钩601,所述防护吊钩601分别固定安装在对应的所述下吊轨的内侧侧壁上,两个所述防护吊钩601之间穿设有同一根防护绳602,该防护绳602上设有防护吊环603。An overhaul protection system 6 is provided between the lower hanging rails of the two sets of walking mechanisms 3, and the overhaul protection system 6 includes two protective hooks 601, and the protective hooks 601 are fixedly installed on the corresponding lower hanging rails respectively. The same protective rope 602 is threaded between the two protective hooks 601 on the inner side wall, and the protective rope 602 is provided with a protective ring 603 .
使用时,首先将支撑悬臂101插设在预埋筒201内,然后在轨枕支撑部101a 上铺设行走轨枕301、上导轨、下吊轨、检修车架4等装置,然后在两个支撑台 501上跨设操作平台502,再将两个支撑台501上的吊绳516分别饶设在对应的卷扬机405上,通过动力装置带动吊篮403移动从而使操作平台502不断沿桥身长度方向移动,检修人员在检修小车504内实现对桥梁底面的检修和保养,检修过程中若遇到桥梁底面高低不平时,通过卷扬机收放吊绳516即可实现对操作平台502高度的调整,调整操作平台502高度的过程中为避免吊绳516晃动剧烈,导向杆406和导向通孔514的配合可对操作平台502的升降起到稳定作用,放弃其晃动过于剧烈影响操作的安全性。当遇到桥墩时,首先将检修小车504退回到滑动电机507所在的支撑台501上为方便描述此处简称滑动电机 507所在的支撑台为左支撑台,另一个支撑台简称右支撑台,然后收卷吊绳516,升高液压缸511的液压杆,使吊篮403下底面设置的稳定榫头505插入对应的稳定榫槽512内,此时的液压杆相当于稳定支撑柱,然后通过滑动电机507带动滑动齿轮508转动,从而使操作平台502不断向左支撑台靠近,当检修平台502和右支撑台之间的间距足够大时,操作平台502即可避过桥墩继续向前移动,在操作平台502不断向左支撑台靠近的过程中,需不断调整检修小车504的位置,使其始终落在左支撑台上方的操作平台502上,这样可以避免调整过程中操作平台502因重心不稳而倾斜,当操作平台502通过桥墩后再利用滑动电机 507带动滑动齿轮508反向转动从而使操作平台502不断向右支撑台靠近直至座跨在左、右支撑台上,此时可继续检修桥梁。When in use, first insert the supporting cantilever 101 in the pre-embedded tube 201, then lay the walking sleeper 301, upper guide rail, lower hanging rail, maintenance vehicle frame 4 and other devices on the sleeper support part 101a, and then install the two supporting platforms 501 An operating platform 502 is set up on the upper span, and then the suspension ropes 516 on the two supporting platforms 501 are respectively set on the corresponding winches 405, and the hanging basket 403 is driven by the power device to move so that the operating platform 502 continuously moves along the length of the bridge body. The maintenance personnel realize the maintenance and repair of the bottom surface of the bridge in the maintenance trolley 504. If the bottom surface of the bridge is uneven during the maintenance process, the height adjustment of the operation platform 502 can be realized by retracting and unwinding the suspension rope 516 by the winch, and the operation platform 502 can be adjusted. In order to avoid the severe shaking of the suspension rope 516 during the height adjustment, the cooperation of the guide rod 406 and the guide through hole 514 can stabilize the lifting of the operating platform 502, so that the shaking is too severe to affect the safety of the operation. When encountering a bridge pier, at first the maintenance trolley 504 is returned to the supporting platform 501 where the sliding motor 507 is located, for convenience of description, the supporting platform where the sliding motor 507 is located is referred to as the left supporting platform, and the other supporting platform is referred to as the right supporting platform, and then Rewind the suspension rope 516, raise the hydraulic rod of the hydraulic cylinder 511, and insert the stabilizing tenon 505 provided on the bottom surface of the hanging basket 403 into the corresponding stabilizing tenon groove 512. 507 drives the sliding gear 508 to rotate, so that the operation platform 502 is constantly approaching the left support platform. When the distance between the maintenance platform 502 and the right support platform is large enough, the operation platform 502 can avoid the pier and continue to move forward. When the platform 502 is constantly approaching the left support platform, it is necessary to constantly adjust the position of the maintenance trolley 504 so that it always falls on the operation platform 502 above the left support platform. Tilt, when the operating platform 502 passes through the bridge pier, use the sliding motor 507 to drive the sliding gear 508 to rotate in reverse so that the operating platform 502 is constantly approaching the right support platform until the seat spans on the left and right support platforms, and now the bridge can be continued to be repaired.
最后需要说明的是,上述描述仅仅为本发明的优选实施例,本领域的普通技术人员在本发明的启示下,在不违背本发明宗旨及权利要求的前提下,可以做出多种类似的表示,这样的变换均落入本发明的保护范围之内。Finally, it should be noted that the above description is only a preferred embodiment of the present invention, and those of ordinary skill in the art can make a variety of similar implementations under the inspiration of the present invention without violating the purpose and claims of the present invention. It means that such transformations all fall within the protection scope of the present invention.
Claims (10)
- A kind of 1. great-leap-forward bridge maintenance system, it is characterised in that:Including two walking mechanisms (3), two maintenance vehicle frames (4) and One inspection platform (5), face is arranged on the both sides of bridge body (2), the vehicle with walking machine to two walking mechanisms (3) respectively The maintenance vehicle frame (4) is respectively equipped with structure (3), the maintenance vehicle frame (4) is walked by the walking mechanism (3) respectively, and two The inspection platform (5) is had between a maintenance vehicle frame (4);Each walking mechanism (3) includes at least two fastener inserts (1), and the fastener inserts (1) are along bridge body (2) Length direction is set, and the fastener inserts (1) include pre-buried cylinder (201) and supporting cantilever (101), and the pre-buried cylinder (201) is Square tube, the stack shell inclination of the pre-buried cylinder (201), nozzle are arranged on bridge body (2) inside obliquely, and the support is outstanding Arm (101) is horizontally disposed, and the inner of the supporting cantilever (101) forms a fixed connection portion (101b) after bending downward, this is fixed Connecting portion (101b) is inserted into the pre-buried cylinder (201), and the horizontal segment of the supporting cantilever (101) forms spacing timber portion (101a), same walking sleeper (301) is equipped with the spacing timber portion (101a) of bridge body (2) homonymy, The side of the walking sleeper (301) is evenly arranged with least two installing blinds (302), the spacing timber along its length Portion (101a) is plugged in the corresponding installing blind (302), and the top of the walking sleeper (301) is set along its length There is upper rail, the lower section of the walking sleeper (301) is equipped with lower hanger rail along its length;Each maintenance vehicle frame (4) includes walking platform (401), walking path (402) and hanging basket (403), it is described walk it is flat Platform (401) is horizontally set on above the hanging basket (403), and described walk between platform (401) and the hanging basket (403) passes through institute State and walk path (402) connection, the hanging basket (403) is connected by sunpender (408) with the lower hanger rail, described to walk path (402) it is connected by path wheel shaft (306) with the upper rail, described walk in path (402) is equipped with People's Bank of China's step (404), The hanging basket (403) of two maintenance vehicle frames (4) is connected by lifting rope (516) with the inspection platform (5) both ends respectively.
- 2. great-leap-forward bridge maintenance system according to claim 1, it is characterised in that:Outside the cylinder bottom of the pre-buried cylinder (201) Wall is equipped with attachment and strengthens claw assembly (210), which, which strengthens claw assembly (210), includes multiple grapples, the neck of hook of the grapple and The cylinder feather edge of the pre-buried cylinder (201) is fixedly connected, and the gib head of the grapple is inwardly;Each grapple deep floor (202) that triangle is respectively equipped between the grapple and the pre-buried cylinder (201), it is described to grab One side of hook deep floor (202) is fixedly connected with the stack shell outer wall of the pre-buried cylinder (201), the grapple deep floor (202) another side is fixedly connected with the neck of hook of the corresponding grapple.
- 3. great-leap-forward bridge maintenance system according to claim 1 or claim 2, it is characterised in that:The cylinder bottom of the pre-buried cylinder (201) Outer wall pulls device (203) equipped with anti-, which includes preventing pulling bar (203a), this prevents pulling bar (203a) Upper end be fixedly connected with the cylinder bottom outer wall of the pre-buried cylinder (201), the anti-lower part for pulling bar (203a) is equipped with least two It is a it is anti-pull plate (203b), it is described that anti-to pull plate (203b) parallel with the cylinder bottom of the pre-buried cylinder (201).
- 4. great-leap-forward bridge maintenance system according to claim 2, it is characterised in that:The tube port position of the pre-buried cylinder (201) Extending out to form guide openings, the nozzle edge outward flanging of the pre-buried cylinder (201) forms the cover installing plate (205) of annular, The cover installing plate (205) is located in perpendicular, and cover is rotatably mounted with the cover installing plate (205) (206), the outer wall of the cover (206) is equipped with the fixed hanging ring (204) of upset.
- 5. great-leap-forward bridge maintenance system according to claim 4, it is characterised in that:The supporting cantilever (101) is included just To the upper backup pad (103) and lower supporting plate (104) of setting, pass through between the upper backup pad (103) and lower supporting plate (104) The longitudinal supporting plate (105) that two pieces of faces are set is fixedly connected, and the upper backup pad (103) is equipped with sleeper location hole (102), Tube port position of the sleeper location hole (102) close to the pre-buried cylinder (201);Two pieces are equipped between two pieces of longitudinal supporting plates (105) and strengthens inclined plate (106), two pieces of inclined plates (106) of strengthening are handed over Fork set, two pieces it is described strengthen inclined plate (106) top edges respectively with the upper backup pad (103) and/or longitudinal supporting plate (105) be fixedly connected, two pieces of lower edges for strengthening inclined plate (106) respectively with the lower supporting plate (104) and/or described vertical It is fixedly connected to support plate (105), the lower surface of the upper backup pad (103) between two longitudinal supporting plates (105) Reinforcing rib (107) is equipped with along its length;The bending place of the supporting cantilever (101) is equipped with least one cantilever deep floor (108), the cantilever deep floor (108) section is in inverted " t " font, and the top edge of the cantilever deep floor (108) is fixed with the lower supporting plate (104) to be connected Connect, the cantilever deep floor (108) is set along the length direction of the lower supporting plate (104), the cylinder of the pre-buried cylinder (201) Floor recessing groove (209) is correspondingly arranged on along its axial direction on mouth inner wall, the cantilever deep floor (108) is fastened on corresponding institute State in floor recessing groove (209).
- 6. great-leap-forward bridge maintenance system according to claim 5, it is characterised in that:The upper rail includes upper slide (303) and upper roller (304), the upper slide (303) are fixedly mounted on the upper surface of the walking sleeper (301), the peace The walking sleeper (301) above dress blind hole (302) is equipped with sleeper mounting hole (312), sleeper mounting hole (312) interpolation Equipped with sleeper positioning pin, the sleeper positioning pin stretches into the sleeper location hole after being passed down through the walking sleeper (301) (102) in, the excircle of the upper roller (304) is equipped with the sliding rail groove (305) of annular, and the upper roller (304) passes through The sliding rail groove (305) is straddled on described on slide (303), and path is walked in described path wheel shaft (306) one end with described (402) side wall is fixedly connected, and the other end is connected with the upper roller (304);The lower hanger rail includes " L " the shape glidepath (307) that two faces are set, in the armstand of two glidepaths (307) Lower surface of the edge respectively with the walking sleeper (301) is fixedly connected, and bottom roller is equipped between two glidepaths (307) Part, the bottom roller part include sliding wheel shaft (309), and two bottom rollers (308), two institutes are provided with the slip wheel shaft (309) Bottom roller (308) is stated respectively on the transverse arm of two glidepaths (307), upper end and the cunning of the sunpender (408) The axis of a movable block (309) is fixedly connected, and lower end at the top of the hanging basket (403) with being fixedly connected.
- 7. great-leap-forward bridge maintenance system according to claim 6, it is characterised in that:The upper roller (304) and the row Walk and be equipped with guider between sleeper (301), which includes gib block (311) and directive wheel (310), the upper roller (304) gib block (311), the both ends of the path wheel shaft (306) are respectively equipped with the walking sleeper (301) of both sides The upper roller (304) is pierced by respectively, and guiding is respectively equipped with the path wheel shaft (306) of upper roller (304) both sides Wheel shaft (313), the upper end of the guide wheel shaft (313) are connected with path wheel shaft (306), guide wheel shaft (313) lower part The directive wheel (310) is not installed, the directive wheel (310) is located on the inside of the gib block (311), and along the gib block (311) roll.
- 8. great-leap-forward bridge maintenance system according to claim 1, it is characterised in that:The inspection platform (5) includes operation The supporting table (501) that platform (502) and two horizontal faces are set, the operating platform (502) are crossed on two supports On platform (501), hoist engine (405), the hoist engine are respectively equipped with the hanging basket (403) of two maintenance vehicle frames (4) (405) have mercy on respectively on and be equipped with the lifting rope (516), the lifting rope (516) is fixed with the corresponding supporting table (501) respectively to be connected Connect, the operating platform (502) is equipped with linear slide, and the operating platform (502) passes through the linear slide Slided between two supporting tables (501), the operating platform (502) is equipped with inspection trolley (504), and the operation is flat Platform (502) is connected with sliding driving device.
- 9. great-leap-forward bridge maintenance system according to claim 8, it is characterised in that:The linear slide includes avoiding Guide rail (503), the lower surface for avoiding guide rail (503) and being fixedly mounted on the operating platform (502), two supporting tables (501) the avoidance guide rail (503) is corresponded on and is respectively equipped with guide chute (506), the guide chute (506) is along the operation The corresponding supporting table (501) is run through in the linear slide direction of platform (502), and the operating platform (502) is kept away by described Guide rail (503) is allowed to be slided in the guide chute (506);The sliding driving device includes sliding motor (507), which is fixedly mounted on any one described support The lower surface of platform (501), the output shaft of the sliding motor (507) are equipped with balladeur train (508), the operating platform (502) sliding rack (509) parallel with the avoidance guide rail (503), the balladeur train (508) and sliding rack are equipped with (509) engage.
- 10. great-leap-forward bridge maintenance system according to claim 9, it is characterised in that:Where the sliding motor (507) The supporting table (501) is equipped with hydraulic cylinder (511), and the cylinder barrel and the supporting table (501) of the hydraulic cylinder (511) are fixed, The hydraulic stem top of the hydraulic cylinder (511), which is equipped with, stablizes tongue-and-groove (512), the hanging basket above the hydraulic cylinder (511) (403) bottom surface, which is equipped with, stablizes tenon (505), and the stable tenon (505) is plugged in the stable tongue-and-groove (512).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710057109.2A CN106638300B (en) | 2017-01-23 | 2017-01-23 | Great-leap-forward bridge maintenance system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710057109.2A CN106638300B (en) | 2017-01-23 | 2017-01-23 | Great-leap-forward bridge maintenance system |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106638300A CN106638300A (en) | 2017-05-10 |
CN106638300B true CN106638300B (en) | 2018-05-15 |
Family
ID=58841502
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710057109.2A Active CN106638300B (en) | 2017-01-23 | 2017-01-23 | Great-leap-forward bridge maintenance system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106638300B (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108221641B (en) * | 2017-12-22 | 2019-01-04 | 康文健 | A kind of bridge anti-fall device and its application method |
CN109457627A (en) * | 2018-12-26 | 2019-03-12 | 中铁七局集团第三工程有限公司 | A kind of hanging basket for bridge construction that rail mounted is laid with |
CN110697316B (en) * | 2019-09-26 | 2020-12-15 | 大同煤矿集团有限责任公司 | Maintenance platform suitable for chute of high altitude loading |
CN110700104B (en) * | 2019-10-17 | 2021-02-26 | 中国十七冶集团有限公司 | Construction platform of suspension bridge suspender tensioning equipment and use method |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202543799U (en) * | 2012-04-17 | 2012-11-21 | 湖北武大珞珈工程结构检测咨询有限公司 | Hanging bracket hinging type bridge maintenance vehicle |
CN103306199A (en) * | 2013-06-21 | 2013-09-18 | 重庆运安机电制造有限责任公司 | Mounting method of bottom width overhaul hanging basket of bridge |
CN204125847U (en) * | 2014-08-29 | 2015-01-28 | 项伟轩 | Suspension bridge maintenance aerial operation plateform system |
CN104790294A (en) * | 2015-04-23 | 2015-07-22 | 中铁第四勘察设计院集团有限公司 | Single-side separation walking box girder detection car capable of passing pier |
KR20160123515A (en) * | 2015-04-16 | 2016-10-26 | 영신기술 주식회사 | Enterance and Exit Apparatus to Moving Car of Bridge |
CN206581141U (en) * | 2017-01-23 | 2017-10-24 | 重庆恒佳工程技术咨询有限公司 | Bridge maintenance system |
-
2017
- 2017-01-23 CN CN201710057109.2A patent/CN106638300B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202543799U (en) * | 2012-04-17 | 2012-11-21 | 湖北武大珞珈工程结构检测咨询有限公司 | Hanging bracket hinging type bridge maintenance vehicle |
CN103306199A (en) * | 2013-06-21 | 2013-09-18 | 重庆运安机电制造有限责任公司 | Mounting method of bottom width overhaul hanging basket of bridge |
CN204125847U (en) * | 2014-08-29 | 2015-01-28 | 项伟轩 | Suspension bridge maintenance aerial operation plateform system |
KR20160123515A (en) * | 2015-04-16 | 2016-10-26 | 영신기술 주식회사 | Enterance and Exit Apparatus to Moving Car of Bridge |
CN104790294A (en) * | 2015-04-23 | 2015-07-22 | 中铁第四勘察设计院集团有限公司 | Single-side separation walking box girder detection car capable of passing pier |
CN206581141U (en) * | 2017-01-23 | 2017-10-24 | 重庆恒佳工程技术咨询有限公司 | Bridge maintenance system |
Also Published As
Publication number | Publication date |
---|---|
CN106638300A (en) | 2017-05-10 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN110092264B (en) | Material lifting system in elevator shaft in building construction stage | |
CN101514586B (en) | Hanger rail type electric hanging boat and construction method thereof | |
CN106638300B (en) | Great-leap-forward bridge maintenance system | |
CN101696604B (en) | Construction method for chimney wall and special electric jacking flat bridge | |
WO2014015757A1 (en) | Bridge maintenance vehicle with hinge-connected type hanging bracket and capable of avoiding bridge-side obstacles | |
CN206581141U (en) | Bridge maintenance system | |
CN102877637B (en) | Method for implementing operating platform in bottom wall construction of cantilever beam | |
CN109095319B (en) | Construction elevator and climbing frame integrated operation system | |
CN211971631U (en) | Pipeline lifting and transporting device | |
CN109184190A (en) | It climbs and carries integrated beam type hydraulic climbing platform and its installation method | |
CN203173644U (en) | Multifunctional lifting shaft working platform system | |
CN213418443U (en) | Self-climbing type elevator shaft operation platform | |
CN103422662A (en) | Integral mobile construction platform for cast-in-place of elevator shaft and method for using same | |
JPH09158470A (en) | Prefabricated scaffolding for bridge pier | |
CN105776092A (en) | Stretching type basket device and construction method thereof | |
CN206581139U (en) | Bridge maintenance running gear | |
CN218145304U (en) | Adjustable lifting appliance | |
CN215107202U (en) | A operation platform that rises that slides for elevartor shaft construction | |
CN206529691U (en) | Bridge maintenance system steel construction inspection platform | |
CN113235460B (en) | Prefabricated segment swinging method for bridge cantilever assembly | |
CN106677060B (en) | A kind of bridge inspection car | |
CN209906186U (en) | Building template cross-floor transportation equipment | |
CN113175201A (en) | A operation platform that rises that slides for elevartor shaft construction | |
CN206667773U (en) | The climbing type concrete spreader being arranged in high-rise building elevator shaft | |
CN110615390B (en) | Automatic lifting device for safe and environment-friendly scaffold steel pipe |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant | ||
TR01 | Transfer of patent right | ||
TR01 | Transfer of patent right |
Effective date of registration: 20241206 Address after: 400000 No. 221, Changjiang Second Road, Yuzhong District, Chongqing Patentee after: Chongqing Institute of Building Science Co.,Ltd. Country or region after: China Address before: 400015 No. 31, man street, Yuzhong District, Chongqing Patentee before: CHONGQING HENGJIA ENGINEERING TECHNOLOGY CONSULTING CO.,LTD. Country or region before: China |