CN114673098A - Self-propelled cantilever bridge building machine - Google Patents

Self-propelled cantilever bridge building machine Download PDF

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Publication number
CN114673098A
CN114673098A CN202210344961.9A CN202210344961A CN114673098A CN 114673098 A CN114673098 A CN 114673098A CN 202210344961 A CN202210344961 A CN 202210344961A CN 114673098 A CN114673098 A CN 114673098A
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bridge
anchoring
self
building machine
propelled
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CN114673098B (en
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朵君泰
罗九林
杨少宏
万鹏
周光忠
梁志新
孙野
姜敏
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China Railway Fifth Survey and Design Institute Group Co Ltd
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China Railway Fifth Survey and Design Institute Group Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • E01D21/10Cantilevered erection
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges

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  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

The utility model relates to a bridge fabrication technical field especially relates to a self-propelled cantilever bridge fabrication machine. The self-propelled cantilever bridge fabrication machine comprises a main beam, a stabilizing device and a driving wheel supporting device, wherein the stabilizing device comprises a cross beam and two reverse hook beams correspondingly connected to two ends of the cross beam, the cross beam is fixedly connected to the tail end of the main beam, and the two reverse hook beams are separated or abutted and reversely hooked on the bottom surface of a bridge main body; the driving wheel supporting device drives the main beam to move along the longitudinal direction of the bridge. Through setting up the process of installing repeatedly, demolising of driving wheel strutting arrangement and securing device walking roof beam anchor reinforcing bar, realize that equipment is independently walked, easy operation promotes automation and security, improves the efficiency of construction, reduces construction cost.

Description

自走式悬臂造桥机Self-propelled cantilever bridge building machine

技术领域technical field

本公开涉及造桥技术领域,尤其是涉及一种自走式悬臂造桥机。The present disclosure relates to the technical field of bridge building, in particular to a self-propelled cantilever bridge building machine.

背景技术Background technique

现有的造桥机需要将走行梁锚固在已建梁桥面,走行梁与挂篮主梁之间通过反挂轮连接,防止挂篮在走行过程中发生倾覆。挂篮在走行过程中需要在已浇筑好的桥梁顶面上重新铺设、锚固走行梁,然后将主梁引导至新的走行梁上,再拆除旧的走行梁;或通过在走行梁与挂篮主梁之间额外设置装置,实现挂篮主梁和走行梁的相对运动,最终完成走行过程。但是这两种方法均要在桥梁上预先设置众多的走行所用竖向锚固孔道,走行过程中需要人工反复拆除、安装走行梁的压轨梁和锚固钢筋,施工过程原始且繁琐,不仅费时费力、施工效率低下,而且很容易出现锚固钢筋安装不牢的情况,导致挂篮发生倾斜甚至整体倾覆,造成重大损失。The existing bridge building machine needs to anchor the running beam on the deck of the existing beam, and connect the running beam and the main girder of the hanging basket through the reverse hanging wheel to prevent the hanging basket from overturning during the running process. During the running process of the hanging basket, it is necessary to re-lay and anchor the running beam on the top surface of the poured bridge, and then guide the main beam to the new running beam, and then remove the old running beam; Additional devices are arranged between the main beams to realize the relative movement of the main beam of the hanging basket and the walking beam, and finally complete the walking process. However, both of these two methods need to pre-set a large number of vertical anchoring holes for walking on the bridge. During the walking process, it is necessary to manually remove and install the rail-pressing beam and the anchoring steel bar of the walking beam. The construction process is primitive and cumbersome, not only time-consuming, labor-intensive, The construction efficiency is low, and the installation of the anchoring steel bars is easy to occur, which leads to the inclination of the hanging basket or even the overall overturning, resulting in heavy losses.

能够取消走行梁,取消设置走行所用竖向锚固孔道,取消走行梁锚固钢筋的反复安装、拆除过程,实现设备自主走行,操作简单,显著提升自动化和安全性,降低能耗,提高施工效率,减少施工成本,实现低碳环保,是目前本领域技术人员亟待解决的技术问题。Can cancel the running beam, cancel the vertical anchoring channel used for running, cancel the repeated installation and removal process of the walking beam anchoring steel bar, realize the equipment running independently, the operation is simple, significantly improve automation and safety, reduce energy consumption, improve construction efficiency, reduce The construction cost and the realization of low-carbon and environmental protection are technical problems to be solved urgently by those skilled in the art at present.

发明内容SUMMARY OF THE INVENTION

为了解决上述技术问题或者至少部分地解决上述技术问题,本公开提供了一种自走式悬臂造桥机,包括主梁、稳固装置以及动轮支撑装置,所述稳固装置包括横梁和对应连接在所述横梁两端的两个反勾梁,所述横梁固接在所述主梁的尾端,所述两个反勾梁分离或抵触的反勾于桥梁主体底面;所述动轮支撑装置驱动所述主梁沿桥梁纵向方向移动。In order to solve the above technical problems or at least partially solve the above technical problems, the present disclosure provides a self-propelled cantilever bridge building machine, including a main beam, a stabilizing device and a moving wheel support device, the stabilizing device includes a cross beam and a corresponding connecting The two anti-hook beams at both ends of the cross beam are fixed on the tail end of the main beam, and the two anti-hook beams are separated or collided with the back hook on the bottom surface of the bridge main body; the moving wheel supporting device drives the The main beam moves in the longitudinal direction of the bridge.

可选的,所述动轮支撑装置包括支撑件、轮架以及设置在所述轮架上的走行轮,所述支撑件设置在轮架上,所述支撑件为可伸缩结构,用于在伸出状态下超过所述走行轮的下平面与桥梁主体相抵触。Optionally, the moving wheel support device includes a support member, a wheel frame, and a running wheel arranged on the wheel frame, the support member is arranged on the wheel frame, and the support member is a retractable structure for extending In the out state, the lower plane that exceeds the running wheel is in conflict with the main body of the bridge.

可选的,所述轮架包括安装架、均衡梁一以及两个均衡梁二,所述均衡梁一为倒V形,且两端露出的设置在所述安装架内;所述均衡梁二的两端均连接有所述走行轮,所述均衡梁一的两端均水平设置有所述均衡梁二,所述支撑件与所述安装架连接,所述支撑件设置在所述均衡梁一两端之间。Optionally, the wheel frame includes a mounting frame, a first equalizing beam and two equalizing beams, the first equalizing beam is an inverted V shape, and the two ends are exposed in the mounting frame; the second equalizing beam The two ends of the equalizing beam are connected with the walking wheels, the two equalizing beams are horizontally arranged at both ends of the equalizing beam 1, the supporting member is connected with the mounting frame, and the supporting member is arranged on the equalizing beam. between one end.

可选的,所述支撑件包括支撑套柱、支撑油缸以及电动插销,所述支撑套柱包括内套柱和外套柱,所述外套柱套设在所述内套柱上,所述内套柱的底面设置有底座,且与所述底座球铰连接;所述支撑油缸在所述内、外套柱的套设方向上伸缩,且伸出端固接在所述内套柱内,相对的另一端设置在外套柱内、并设置在外套柱内的一端与所述外套柱销轴连接,所述电动插销设置在所述外套柱上,用于锁定所述内套柱和外套柱的相对位置。Optionally, the support member includes a support sleeve column, a support oil cylinder and an electric latch, the support sleeve column includes an inner sleeve column and an outer sleeve column, the outer sleeve column is sleeved on the inner sleeve column, and the inner sleeve column is sleeved. The bottom surface of the column is provided with a base and is spherically connected with the base; the support oil cylinder expands and contracts in the sleeve setting direction of the inner and outer columns, and the extension end is fixed in the inner sleeve column, and the opposite The other end is arranged in the outer casing column, and one end arranged in the outer casing column is connected with the outer casing column pin, and the electric bolt is arranged on the outer casing column to lock the relative relationship between the inner casing column and the outer casing column. Location.

可选的,所述外套柱设置有插销孔一,所述内套柱柱身设有插销孔二,所述插销孔一在所述内套柱收起或伸出的状态下与所述插销孔二的孔位相对应;所述电动插销通过插销孔一和插销孔二将内套柱和外套柱的相对位置固定。Optionally, the outer sleeve is provided with a first pin hole, the inner sleeve column is provided with a second pin hole, and the first pin hole is connected to the pin when the inner sleeve is retracted or extended. The hole positions of the second holes correspond to each other; the electric plug fixes the relative positions of the inner sleeve column and the outer sleeve column through the first and second bolt holes.

可选的,所述反勾梁包括折弯段和伸缩段,所述折弯段与所述横梁连接;所述伸缩段上设置有后勾轮,所述后勾轮设置在所述伸缩段的伸缩部上,所述后勾轮用于在所述稳固装置的移动状态下与桥梁本体抵接、在所述稳固装置的固定状态下与桥梁本体分离。Optionally, the reverse hook beam includes a bending section and a telescopic section, the bending section is connected with the beam; a rear hook wheel is arranged on the telescopic section, and the rear hook wheel is arranged on the telescopic section On the telescopic part of the stabilizing device, the rear pulley is used for abutting with the bridge body in the moving state of the stabilizing device, and separating from the bridge body in the fixing state of the stabilizing device.

可选的,所述横梁与所述反勾梁可拆卸连接。Optionally, the cross beam and the reverse hook beam are detachably connected.

可选的,所述稳固装置还包括锚固机构,所述锚固机构包括锚固吊杆、穿心千斤顶、锚固辅助梁、锚杆以及锚固悬臂梁,所述锚固悬臂梁固接在所述横梁上,所述锚固吊杆数量为多个,一端与所述锚固悬臂梁销轴连接、并竖直设置在主梁两侧,相对的另一端与锚固辅助梁销轴连接;所述锚杆为多个,通过所述锚固辅助梁的安装孔与桥梁主体螺栓固定,所述穿心千斤顶包括缸体和穿心杆,所述缸体设置在多个所述锚杆之间且与所述锚固辅助梁顶面固接,所述穿心杆设置在所述缸体内,且两端露出所述缸体,所述穿心杆的第一端螺接第一螺母、其第二端穿过桥梁本体后螺接第二螺母。Optionally, the stabilizing device further includes an anchoring mechanism, and the anchoring mechanism includes an anchoring boom, a core jack, an anchoring auxiliary beam, an anchor rod and an anchoring cantilever beam, and the anchoring cantilever beam is fixed on the cross beam, The number of the anchoring boom is multiple, one end is connected with the pin of the anchoring cantilever beam, and is vertically arranged on both sides of the main beam, and the opposite end is connected with the pin of the auxiliary anchoring beam; the anchor rods are multiple , bolted to the main body of the bridge through the mounting holes of the anchoring auxiliary beam, the through-core jack includes a cylinder body and a through-core rod, the cylinder body is arranged between a plurality of the anchor rods and is connected with the anchoring auxiliary beam The top surface is fixedly connected, the piercing rod is arranged in the cylinder body, and the cylinder body is exposed at both ends, the first end of the piercing rod is screwed with the first nut, and the second end of the piercing rod passes through the bridge body Then screw the second nut.

可选的,所述主梁靠近稳固装置一端的底面上设置有限位件。Optionally, a limiting member is provided on the bottom surface of one end of the main beam close to the stabilization device.

可选的,还包括用于安装挂篮的挂梁,所述挂梁数量为两个,分别水平设置在所述主梁的中段和远离所述稳固装置的一端。Optionally, it also includes hanging beams for installing the hanging basket, the number of the hanging beams is two, and the hanging beams are arranged horizontally at the middle section of the main beam and at one end away from the stabilizing device, respectively.

与现有技术相比,本公开的有益效果是:通过设置动轮支撑装置和稳固装置取消走行梁,取消走行梁锚固钢筋的反复安装、拆除过程,实现设备自主走行,操作简单,提升自动化和安全性,提高施工效率、减少施工成本。Compared with the prior art, the beneficial effects of the present disclosure are: by setting the moving wheel support device and the stabilizing device, the traveling beam is eliminated, and the repeated installation and removal process of the anchoring steel bar of the traveling beam is eliminated, so that the equipment can travel autonomously, the operation is simple, and the automation and safety are improved. improve construction efficiency and reduce construction costs.

附图说明Description of drawings

此处的附图被并入说明书中并构成本说明书的一部分,示出了符合本公开的实施例,并与说明书一起用于解释本公开的原理。The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the disclosure and together with the description serve to explain the principles of the disclosure.

为了更清楚地说明本公开实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,对于本领域普通技术人员而言,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the present disclosure or the technical solutions in the prior art, the following briefly introduces the accompanying drawings that are required in the description of the embodiments or the prior art. In other words, on the premise of no creative labor, other drawings can also be obtained from these drawings.

图1为本公开的立体结构示意图;1 is a schematic diagram of a three-dimensional structure of the present disclosure;

图2为本公开的横梁与反勾梁的结构示意图;Fig. 2 is the structural representation of the cross beam and the reverse hook beam of the present disclosure;

图3为本公开的稳固装置的结构示意图;3 is a schematic structural diagram of the stabilizing device of the present disclosure;

图4为本公开的走行支撑装置的结构示意图之一;4 is one of the schematic structural views of the walking support device of the present disclosure;

图5为本公开的走行支撑装置的结构示意图之二;FIG. 5 is the second structural schematic diagram of the walking support device of the present disclosure;

图6为本公开的安装件与支撑件的结构示意图;6 is a schematic structural diagram of the mounting member and the supporting member of the present disclosure;

图7为本公开的稳固装置的结构示意图之二;FIG. 7 is the second structural schematic diagram of the stabilizing device of the present disclosure;

图8为本公开的锚固辅助梁、穿心千金丁和锚杆的结构示意图;Fig. 8 is the structural schematic diagram of the anchoring auxiliary beam, the piercing daughter and the anchor rod of the present disclosure;

图9为本公开取消挂篮系统的实施例结构示意图。FIG. 9 is a schematic structural diagram of an embodiment of the system for canceling the hanging basket of the present disclosure.

其中,1-主梁;2-稳固装置;21-横梁;22-反勾梁;202-反勾梁;203-伸缩段;206-后勾轮;207-锚固机构;2071-锚固吊杆;2072-穿心千斤顶;2073-锚固辅助梁;2074-锚杆;2075-锚固悬臂梁;3-挂梁;4-动轮支撑装置;401-支架;4011-均衡梁一;4012-均衡梁二;4013-安装架;402-走行轮;403-支撑件;4031-支撑套柱;40311-内套柱;40312-外套柱;4032-支撑油缸;4033-电动插销;72-缸体;73-穿心杆;74-第一螺母;75-第二螺母;A-插销孔;B-插销孔二;C-底座;D-限位件。Among them, 1-main beam; 2-stabilizing device; 21-beam; 22-reverse hook beam; 202-reverse hook beam; 203- telescopic section; 206-rear pulley; 207-anchoring mechanism; 2071-anchoring boom; 2072-through jack; 2073-anchoring auxiliary beam; 2074-anchor rod; 2075-anchoring cantilever beam; 3-hanging beam; 4-moving wheel support device; 401-support; 4011-balance beam one; 4013-mounting frame; 402-running wheel; 403-support; 4031-support sleeve; 40311-inner sleeve; 40312-outer sleeve; 4032-support cylinder; 4033-electric bolt; 72-cylinder; 73-through Core rod; 74-first nut; 75-second nut; A-pin hole; B-pin hole two; C-base; D-limiting piece.

具体实施方式Detailed ways

为了能够更清楚地理解本公开的上述目的、特征和优点,下面将对本公开的方案进行进一步描述。需要说明的是,在不冲突的情况下,本公开的实施例及实施例中的特征可以相互组合。In order to more clearly understand the above objects, features and advantages of the present disclosure, the solutions of the present disclosure will be further described below. It should be noted that the embodiments of the present disclosure and the features in the embodiments may be combined with each other under the condition of no conflict.

在下面的描述中阐述了很多具体细节以便于充分理解本公开,但本公开还可以采用其他不同于在此描述的方式来实施;显然,说明书中的实施例只是本公开的一部分实施例,而不是全部的实施例。Many specific details are set forth in the following description to facilitate a full understanding of the present disclosure, but the present disclosure can also be implemented in other ways different from those described herein; obviously, the embodiments in the specification are only a part of the embodiments of the present disclosure, and Not all examples.

需要说明的是,在本文中,诸如“第一”和“第二”等之类的关系术语仅仅用来将一个实体或者操作与另一个实体或操作区分开来,而不一定要求或者暗示这些实体或操作之间存在任何这种实际的关系或者顺序。而且,术语“包括”、“包含”或者其任何其他变体意在涵盖非排他性的包含,从而使得包括一系列要素的过程、方法、物品或者设备不仅包括那些要素,而且还包括没有明确列出的其他要素,或者是还包括为这种过程、方法、物品或者设备所固有的要素。在没有更多限制的情况下,由语句“包括一个……”限定的要素,并不排除在包括所述要素的过程、方法、物品或者设备中还存在另外的相同要素。It should be noted that, in this document, relational terms such as "first" and "second" etc. are only used to distinguish one entity or operation from another entity or operation, and do not necessarily require or imply these There is no such actual relationship or sequence between entities or operations. Moreover, the terms "comprising", "comprising" or any other variation thereof are intended to encompass non-exclusive inclusion such that a process, method, article or device comprising a list of elements includes not only those elements, but also includes not explicitly listed or other elements inherent to such a process, method, article or apparatus. Without further limitation, an element qualified by the phrase "comprising a..." does not preclude the presence of additional identical elements in a process, method, article or apparatus that includes the element.

如图1-5所示,本公开提供了一种自走式悬臂造桥机,包括主梁1、稳固装置2以及动轮支撑装置4,稳固装置2包括横梁21和对应连接在横梁21两端的两个反勾梁22,横梁21固接在主梁1的尾端,两个反勾梁22分离或抵触的反勾于桥梁主体底面;动轮支撑装置4驱动主梁1沿桥梁纵向方向移动。动轮支撑装置4包括支撑件403、轮架401以及设置在轮架401上的走行轮402,支撑件403设置在轮架401上,支撑件403为可伸缩结构,用于在伸出状态下超过走行轮402的下平面与桥梁主体相抵触。在稳固装置2锚固的状态下,动轮支撑装置4的支撑部分超过动轮部分的下平面与桥梁主体抵触,限制主梁1与桥梁主体的相对位置;在造桥机需走行或待走行的状态下,动轮支撑装置4的支撑部分回缩到动轮支撑装置4的动轮部分的下水平面以上,动轮支撑装置4的动轮部分与桥梁主体接触,此时放松稳固装置2,因造桥机主梁前端的自重将其前端下压后端翘起,将稳固装置2抬起(在一些实况和方案中也可以用千斤顶等设备将主梁后端顶起),此时反勾梁22的勾部与桥梁主体的侧翼底面接触,待反勾梁22接触后,动轮支撑装置4的动轮部分动力输出向前移动,到达预定位置后动轮部分制动,动轮支撑装置4的支撑部分伸出固定,最后通过稳固装置2将主梁与桥梁主体的相对位置固定,完成造桥机的走行。在本公开的实施例中动轮支撑装置4的动轮部分为主动轮,每个动轮都有独立的驱动装置,例如电机驱动等。As shown in FIGS. 1-5 , the present disclosure provides a self-propelled cantilever bridge building machine, which includes a main beam 1 , a stabilization device 2 and a moving wheel support device 4 . The stabilization device 2 includes a beam 21 and correspondingly connected at both ends of the beam 21 . Two anti-hook beams 22, the cross beam 21 is fixed on the rear end of the main beam 1, and the two anti-hook beams 22 are separated or contradicted to the bottom surface of the bridge main body; the moving wheel supporting device 4 drives the main beam 1 to move along the longitudinal direction of the bridge. The moving wheel supporting device 4 includes a supporting member 403, a wheel frame 401 and a running wheel 402 arranged on the wheel frame 401. The supporting member 403 is arranged on the wheel frame 401, and the supporting member 403 is a retractable structure, which is used to exceed the The lower plane of the running wheel 402 is in conflict with the main body of the bridge. In the state where the stabilizer 2 is anchored, the supporting part of the moving wheel supporting device 4 exceeds the lower plane of the moving wheel part and collides with the bridge main body, limiting the relative position of the main beam 1 and the bridge main body; when the bridge building machine needs to run or is to run , the support part of the moving wheel supporting device 4 is retracted to above the lower level of the moving wheel part of the moving wheel supporting device 4, and the moving wheel part of the moving wheel supporting device 4 is in contact with the main body of the bridge. At this time, the stabilization device 2 is loosened. The front end is pressed down by its own weight and the rear end is lifted up, and the stabilization device 2 is lifted (in some actual situations and solutions, the rear end of the main beam can also be jacked up with equipment such as a jack). The bottom surface of the side wings is in contact. After the anti-hook beam 22 is in contact, the power output of the moving wheel part of the moving wheel supporting device 4 moves forward. After reaching the predetermined position, the moving wheel part is braked. Fix the relative position of the main beam and the main body of the bridge to complete the running of the bridge building machine. In the embodiment of the present disclosure, the driving wheel part of the driving wheel supporting device 4 is a driving wheel, and each driving wheel has an independent driving device, such as a motor drive and the like.

在一个优选的实施例中,为了防止走行轮走行路线偏移在桥面上设置与走行轮配合的纠偏轨道,或者通过调节走各个行轮的速度进行纠偏;也可以通过在轮上设置气缸,当走行偏移时往相反方向顶压动轮支撑装置4进行纠偏。In a preferred embodiment, in order to prevent the running wheels from deviating from the running route, a deviation-correcting track matched with the running wheels is arranged on the bridge deck, or the deviation is corrected by adjusting the speed of each running wheel; When the running is deviated, push the pressing wheel supporting device 4 in the opposite direction to correct the deviation.

如图4和5所示,轮架401包括安装架4013、均衡梁一4011以及两个均衡梁二4012,均衡梁一4011为倒V形,以满足均衡梁一4011的稳定性,且两端露出的设置在安装架4013内;均衡梁二4012的两端均连接有走行轮402,均衡梁一4011的两端均水平设置有均衡梁二4012,支撑件403与安装架4013连接,支撑件403设置在均衡梁一4011两端之间。本公开的实施例中支撑件403设置在安装架4013的正下方,以达到在支撑或回缩的状态时各走行轮402能够水平的上升下降,以免某一个或几个走行轮402与其他的走行轮402接触桥面的角度不同,长时间使用使第二横梁变形,减少使用寿命。As shown in Figures 4 and 5, the wheel frame 401 includes a mounting frame 4013, a first equalizing beam 4011 and two equalizing beams 4012. The first equalizing beam 4011 is an inverted V shape to meet the stability of the first equalizing beam 4011, and both ends The exposed ones are arranged in the mounting frame 4013; the two ends of the second equalizing beam 4012 are connected with the running wheels 402, the two ends of the equalizing beam one 4011 are horizontally provided with the second equalizing beam 4012, the supporting member 403 is connected with the mounting frame 4013, and the supporting member 403 is arranged between the two ends of the equalizing beam one 4011. In the embodiment of the present disclosure, the support member 403 is disposed directly below the mounting frame 4013, so that each running wheel 402 can rise and fall horizontally in the supported or retracted state, so as to prevent one or several running wheels 402 from interfering with other running wheels 402. The angle at which the running wheel 402 contacts the bridge deck is different, and the long-term use will deform the second beam and reduce the service life.

如图4和6所示,支撑件403包括支撑套柱4031、支撑油缸4032以及电动插销4033,支撑套柱4031包括内套柱40311和外套柱40312,外套柱40312套设在内套柱40311上,在该实施例中支撑套柱4031为矩形,以便使用时限制支撑装置轴向转动影响支撑固定效果,在另外的实施例中,支撑套柱4031也可以是圆柱和其他可以进行伸缩的结构,以满足不同的使用要求。内套柱40311的底面设置有底座C,且与底座C球铰连接,因为造桥机挂篮的自重在走行过程中主梁会前倾,底座C抵触桥面的时候并非任何角度都是垂直的,通过球铰连接增加底座C与内套柱40311的活动度,以便于更好的固定主梁。As shown in FIGS. 4 and 6 , the support member 403 includes a support sleeve 4031 , a support cylinder 4032 and an electric latch 4033 , the support sleeve 4031 includes an inner sleeve 40311 and an outer sleeve 40312 , and the outer sleeve 40312 is sleeved on the inner sleeve 40311 , in this embodiment, the support sleeve 4031 is rectangular, so as to limit the axial rotation of the support device to affect the support and fixation effect when in use. to meet different usage requirements. The bottom surface of the inner sleeve column 40311 is provided with a base C, and is connected with the base C spherical hinge, because the weight of the hanging basket of the bridge building machine will tilt forward during the running process, and when the base C touches the bridge deck, not any angle is vertical. Yes, the mobility of the base C and the inner sleeve column 40311 is increased through the spherical hinge connection, so as to better fix the main beam.

如图4和6所示,支撑油缸4032在内、外套柱的套设方向上伸缩,且伸出端固接在内套柱40311内,相对的另一端设置在外套柱40312内、并设置在外套柱40312内的一端与外套柱40312销轴连接,方便更换。在支撑油缸4032的支撑过程中,长时间的支撑会在支撑方向上会有一定程度的位置变化,本公开的实施例中在外套柱40312上设置电动插销4033,用于锁定内套柱40311和外套柱40312的相对位置,此时可以泄去支撑油缸4032的支撑力,增加支撑油缸4032的使用寿命,提高支撑件403的支撑力。外套柱40312设置有插销孔一A,内套柱40311柱身设有插销孔二B,插销孔一A在内套柱40311收起或伸出的状态下与插销孔二B的孔位相对应;电动插销4033通过插销孔一A和插销孔二B将内套柱40311和外套柱40312的相对位置固定,在优选的实施例中在每个对应插销孔的内外套柱的距离点设置传感器,在桥面平面差距较大的情况下,通过传感器控制支撑油缸4032使A、B插销孔自动对应以免插销失败。As shown in FIGS. 4 and 6 , the support oil cylinder 4032 expands and contracts in the direction of the inner and outer columns, and the extension end is fixed in the inner column 40311, and the opposite end is set in the outer column 40312, and is arranged in the outer column 40312. The inner end of the outer sleeve 40312 is pin-connected to the outer sleeve 40312 for easy replacement. During the supporting process of the supporting oil cylinder 4032, the position of the supporting cylinder 4032 will change to a certain degree in the supporting direction for a long time. The relative position of the outer column 40312 can release the support force of the support cylinder 4032, increase the service life of the support cylinder 4032, and improve the support force of the support member 403. The outer column 40312 is provided with a bolt hole 1A, the inner column 40311 is provided with a bolt hole 2B, and the bolt hole 1A corresponds to the hole position of the bolt hole 2B when the inner casing column 40311 is retracted or extended; The electric latch 4033 fixes the relative position of the inner sleeve 40311 and the outer sleeve 40312 through the first bolt hole A and the second bolt hole B. In a preferred embodiment, a sensor is set at the distance point of each inner and outer sleeve corresponding to the When the difference between the bridge deck planes is large, the support cylinder 4032 is controlled by the sensor to automatically correspond to the A and B bolt holes to prevent the bolt from failing.

如图2和3所示,反勾梁22包括折弯段和伸缩段203,折弯段与横梁22连接;伸缩段203上设置有后勾轮206,后勾轮206设置在伸缩段203的伸缩部上,后勾轮206用于在稳固装置2的移动状态下与桥梁本体抵接、在稳固装置2的固定状态下与桥梁本体分离,优选的,后勾轮206通过摆件与伸缩段203,摆件可以在水平方向上摆动,能更好适配桥梁侧翼的形状。As shown in FIGS. 2 and 3 , the reverse hook beam 22 includes a bending section and a telescopic section 203 , and the bending section is connected with the beam 22 ; On the telescopic part, the rear pulley 206 is used for abutting with the bridge body in the moving state of the stabilization device 2, and separating from the bridge body in the fixed state of the stabilization device 2. Preferably, the rear pulley 206 is connected to the telescopic section 203 through the pendulum piece. , the pendant can swing in the horizontal direction, which can better adapt to the shape of the bridge flank.

如图2所示,横梁21与反勾梁22可拆卸连接,优选的,横梁21与反勾梁22法兰连接,根据桥梁主体的宽度可选不同长度的横梁21,使稳固装置2适配度更高。As shown in FIG. 2 , the cross beam 21 and the reverse hook beam 22 are detachably connected. Preferably, the cross beam 21 is flanged to the reverse hook beam 22. According to the width of the bridge body, different lengths of the beam 21 can be selected to make the stabilization device 2 fit. higher degree.

如图1、3、7和8所示,稳固装置2还包括锚固机构207,锚固机构207包括锚固吊杆2071、穿心千斤顶2072、锚固辅助梁2073、锚杆2074以及锚固悬臂梁2075,锚固悬臂梁2075固接在横梁21上,如桥梁宽度较窄横梁21较短,也可以设置在反勾梁22的水平段上,锚固吊杆2071数量为多个,一端与锚固悬臂梁2075销轴连接、并竖直设置在主梁1两侧,相对的另一端与锚固辅助梁2073销轴连接,通过上下销轴连接使锚固悬臂梁2075、锚固吊杆2071和锚固辅助梁2073构成一个可形变的矩形结构,满足锚固机构207在收紧时的活动度,以适配桥面各种坡度的情况;锚杆2074为多个,通过锚固辅助梁2073的安装孔与桥梁主体螺栓固定,穿心千斤顶2072包括缸体72和穿心杆73,缸体72设置在多个锚杆2074之间且与锚固辅助梁2073顶面固接,穿心杆73设置在缸体72内,且两端露出缸体72,穿心杆73的第一端螺接第一螺母74、其第二端穿过桥梁本体后螺接第二螺母75。锚固机构207在使用时,穿心千斤顶2072中的穿心杆73穿过预设在桥面的锚孔后固定螺母固定,穿心千斤顶2072向桥面方向张拉将横梁21和反勾梁22下拉,使主梁水平于桥面,然后将锚杆2074一端螺接上螺母通过锚固辅助梁2073的安装孔穿过预设在桥面上的锚孔后螺栓固定,根据不同大小的造桥机锚杆2074的数量不用,优选的数量≥2。As shown in Figures 1, 3, 7 and 8, the stabilization device 2 further includes an anchoring mechanism 207, which includes an anchoring boom 2071, a through-core jack 2072, an anchoring auxiliary beam 2073, an anchor rod 2074 and an anchoring cantilever beam 2075. The cantilever beam 2075 is fixed on the beam 21. If the width of the bridge is narrower and the beam 21 is shorter, it can also be arranged on the horizontal section of the anti-hook beam 22. The number of anchoring hangers 2071 is multiple, and one end is pinned to the anchoring cantilever beam 2075. Connected and vertically arranged on both sides of the main beam 1, the opposite end is connected with the anchoring auxiliary beam 2073 pin, and the anchoring cantilever beam 2075, the anchoring hanger 2071 and the anchoring auxiliary beam 2073 form a deformable through the upper and lower pin connection. It has a rectangular structure, which satisfies the degree of activity of the anchoring mechanism 207 when it is tightened, so as to adapt to the various slopes of the bridge deck; there are multiple anchor rods 2074, which are bolted to the main body of the bridge through the installation holes of the anchoring auxiliary beam 2073. The jack 2072 includes a cylinder body 72 and a penetrating rod 73. The cylinder body 72 is arranged between a plurality of anchor rods 2074 and is fixedly connected with the top surface of the anchoring auxiliary beam 2073. The penetrating rod 73 is arranged in the cylinder body 72, and both ends are exposed In the cylinder block 72, the first end of the threaded rod 73 is screwed with the first nut 74, and the second end thereof is screwed with the second nut 75 after passing through the bridge body. When the anchoring mechanism 207 is in use, the piercing rods 73 in the piercing jacks 2072 pass through the anchor holes preset on the bridge deck and then the fixing nuts are fixed. Pull down to make the main girder level with the bridge deck, then screw one end of the anchor rod 2074 with a nut through the installation hole of the anchoring auxiliary beam 2073 and pass through the preset anchor hole on the bridge deck, and then fix it with bolts. The number of anchor rods 2074 is not used, and the preferred number is greater than or equal to 2.

如图3和7所示,当锚固机构207向下拉造桥机主梁的时候为防止下拉过度,主梁1靠近稳固装置2一端的底面上设置有限位件D,限位件D与主梁1的连接处设置有弹性件来降低下拉时的震荡,弹性件可以是减震垫、弹簧等。As shown in Figures 3 and 7, in order to prevent excessive pulling when the anchoring mechanism 207 pulls down the main beam of the bridge building machine, a limiting member D is provided on the bottom surface of the main beam 1 near the end of the stabilization device 2, and the limiting member D is connected to the main beam. The connection of 1 is provided with an elastic member to reduce the shock when pulling down, and the elastic member can be a shock pad, a spring, etc.

如图1所示,本公开的技术方案还包括用于安装挂篮的,挂梁3数量为两个,分别水平设置在主梁1的中段和远离稳固装置2的一端,用于承担走行时的挂篮重量和浇筑混凝土时的部分在建桥梁的重量,并将荷载传至主梁。As shown in FIG. 1 , the technical solution of the present disclosure also includes two hanging beams 3 for installing the hanging basket, which are horizontally arranged in the middle section of the main beam 1 and at one end away from the stabilizing device 2 , which are used to undertake the running time. The weight of the hanging basket and the weight of the part of the bridge under construction when the concrete is poured, and the load is transmitted to the main beam.

如图9所示,在另一个实施例中,本公开的自走式造桥机用于节段拼装施工时,取消挂篮系统,取消挂梁3,在主梁前端设置前横梁。前横梁上设置滑轮,在主梁后端安装卷扬机;或直接在前横梁上设置起升系统。即可迅速改装完成,用于节段拼装施工。As shown in FIG. 9 , in another embodiment, when the self-propelled bridge building machine of the present disclosure is used for segment assembly construction, the hanging basket system is canceled, the hanging beam 3 is canceled, and a front beam is provided at the front end of the main beam. A pulley is set on the front beam, and a hoist is installed at the rear end of the main beam; or a hoisting system is directly set on the front beam. It can be quickly refitted and used for segmental assembly construction.

以上所述仅是本公开的具体实施方式,使本领域技术人员能够理解或实现本公开。对这些实施例的多种修改对本领域的技术人员来说将是显而易见的,本文中所定义的一般原理可以在不脱离本公开的精神或范围的情况下,在其它实施例中实现。因此,本公开将不会被限制于本文所述的这些实施例,而是要符合与本文所公开的原理和新颖特点相一致的最宽的范围。The above descriptions are only specific embodiments of the present disclosure, so that those skilled in the art can understand or implement the present disclosure. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be implemented in other embodiments without departing from the spirit or scope of the present disclosure. Therefore, the present disclosure is not intended to be limited to the embodiments described herein, but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.

Claims (10)

1.一种自走式悬臂造桥机,其特征在于,包括主梁(1)、稳固装置(2)以及动轮支撑装置(4),所述稳固装置(2)包括横梁(21)和对应连接在所述横梁(21)两端的两个反勾梁(22),所述横梁(21)固接在所述主梁(1)的尾端,所述两个反勾梁(22)分离或抵触的反勾于桥梁主体底面;所述动轮支撑装置(4)驱动所述主梁(1)沿桥梁纵向方向移动。1. A self-propelled cantilever bridge building machine, characterized in that it comprises a main beam (1), a stabilization device (2) and a moving wheel support device (4), the stabilization device (2) comprising a beam (21) and a corresponding Two reverse hook beams (22) connected at both ends of the cross beam (21), the cross beam (21) is fixed to the rear end of the main beam (1), and the two reverse hook beams (22) are separated Or contradictingly hook on the bottom surface of the bridge main body; the moving wheel support device (4) drives the main beam (1) to move along the longitudinal direction of the bridge. 2.根据权利要求1所述的自走式悬臂造桥机,其特征在于,所述动轮支撑装置(4)包括支撑件(403)、轮架(401)以及设置在所述轮架(401)上的走行轮(402),所述支撑件(403)设置在轮架(401)上,所述支撑件(403)为可伸缩结构,用于在伸出状态下超过所述走行轮(402)的下平面与桥梁主体相抵触。2 . The self-propelled cantilever bridge building machine according to claim 1 , wherein the moving wheel supporting device ( 4 ) comprises a support ( 403 ), a wheel frame ( 401 ), and a wheel frame ( 401 ) provided on the wheel frame ( 401 ). 3 . ) on the running wheel (402), the supporting member (403) is arranged on the wheel frame (401), and the supporting member (403) is a retractable structure, used to exceed the running wheel (401) in the extended state 402) in conflict with the main body of the bridge. 3.根据权利要求2所述的自走式悬臂造桥机,其特征在于,所述轮架(401)包括安装架(4013)、均衡梁一(4011)以及两个均衡梁二(4012),所述均衡梁一(4011)为倒V形,且两端露出的设置在所述安装架(4013)内;所述均衡梁二(4012)的两端均连接有所述走行轮(402),所述均衡梁一(4011)的两端均水平设置有所述均衡梁二(4012),所述支撑件(403)与所述安装架(4013)连接,所述支撑件(403)设置在所述均衡梁一(4011)两端之间。3. The self-propelled cantilever bridge building machine according to claim 2, wherein the wheel frame (401) comprises a mounting frame (4013), a first equalizing beam (4011) and two equalizing beams (4012) , the first equalizing beam (4011) is an inverted V shape, and the exposed ends are arranged in the mounting frame (4013); the two ends of the equalizing beam (4012) are connected with the running wheels (402) ), both ends of the first equalizing beam (4011) are horizontally provided with the second equalizing beam (4012), the supporting member (403) is connected with the mounting frame (4013), and the supporting member (403) It is arranged between the two ends of the first equalizing beam (4011). 4.根据权利要求2所述的自走式悬臂造桥机,其特征在于,所述支撑件(403)包括支撑套柱(4031)、支撑油缸(4032)以及电动插销(4033),所述支撑套柱(4031)包括内套柱(40311)和外套柱(40312),所述外套柱(40312)套设在所述内套柱(40311)上,所述内套柱(40311)的底面设置有底座(C),且与所述底座(C)球铰连接;所述支撑油缸(4032)在所述内、外套柱的套设方向上伸缩,且伸出端固接在所述内套柱(40311)内,相对的另一端设置在外套柱(40312)内、并设置在外套柱(40312)内的一端与所述外套柱(40312)销轴连接,所述电动插销(4033)设置在所述外套柱(40312)上,用于锁定所述内套柱(40311)和外套柱(40312)的相对位置。4. The self-propelled cantilever bridge building machine according to claim 2, wherein the support member (403) comprises a support sleeve (4031), a support oil cylinder (4032) and an electric bolt (4033), the The support sleeve (4031) includes an inner sleeve (40311) and an outer sleeve (40312), the outer sleeve (40312) is sleeved on the inner sleeve (40311), and the bottom surface of the inner sleeve (40311) A base (C) is provided and is spherically connected to the base (C); the support oil cylinder (4032) expands and contracts in the sleeve setting direction of the inner and outer columns, and the extension end is fixedly connected to the inner Inside the casing column (40311), the opposite end is arranged in the outer casing column (40312), and one end arranged in the outer casing column (40312) is connected to the outer casing column (40312) with a pin, and the electric plug (4033) It is arranged on the outer sleeve (40312) and used to lock the relative positions of the inner sleeve (40311) and the outer sleeve (40312). 5.根据权利要求4所述的自走式悬臂造桥机,其特征在于,所述外套柱(40312)设置有插销孔一(A),所述内套柱(40311)柱身设有插销孔二(B),所述插销孔一(A)在所述内套柱(40311)收起或伸出的状态下与所述插销孔二(B)的孔位相对应;所述电动插销(4033)通过插销孔一(A)和插销孔二(B)将内套柱(40311)和外套柱(40312)的相对位置固定。5. The self-propelled cantilever bridge building machine according to claim 4, wherein the outer column (40312) is provided with a pin hole one (A), and the inner column (40311) column body is provided with a pin Hole two (B), the first pin hole (A) corresponds to the hole position of the second pin hole (B) when the inner sleeve (40311) is retracted or extended; the electric pin (40311) 4033) Fix the relative positions of the inner sleeve column (40311) and the outer sleeve column (40312) through the first (A) and second (B) bolt holes. 6.根据权利要求1所述的自走式悬臂造桥机,其特征在于,所述反勾梁(22)包括折弯段和伸缩段(203),所述折弯段与所述横梁(22)连接;所述伸缩段(203)上设置有后勾轮(206),所述后勾轮(206)设置在所述伸缩段(203)的伸缩部上,所述后勾轮(206)用于在所述稳固装置(2)的移动状态下与桥梁本体抵接、在所述稳固装置(2)的固定状态下与桥梁本体分离。6 . The self-propelled cantilever bridge building machine according to claim 1 , wherein the reverse hook beam ( 22 ) comprises a bending section and a telescopic section ( 203 ), and the bending section is connected to the cross beam ( 6 . 22) Connection; the telescopic section (203) is provided with a rear pulley (206), the rear pulley (206) is arranged on the telescopic part of the telescopic section (203), the rear pulley (206) ) is used for abutting with the bridge body in the moving state of the stabilization device (2) and separating from the bridge body in the fixed state of the stabilization device (2). 7.根据权利要求1所述的自走式悬臂造桥机,其特征在于,所述横梁(21)与所述反勾梁(22)可拆卸连接。7 . The self-propelled cantilever bridge building machine according to claim 1 , wherein the cross beam ( 21 ) and the anti-hook beam ( 22 ) are detachably connected. 8 . 8.根据权利要求1所述的自走式悬臂造桥机,其特征在于,所述稳固装置(2)还包括锚固机构(207),所述锚固机构(207)包括锚固吊杆(2071)、穿心千斤顶(2072)、锚固辅助梁(2073)、锚杆(2074)以及锚固悬臂梁(2075),所述锚固悬臂梁(2075)固接在所述横梁(21)上,所述锚固吊杆(2071)数量为多个,一端与所述锚固悬臂梁(2075)销轴连接、并竖直设置在主梁(1)两侧,相对的另一端与锚固辅助梁(2073)销轴连接;所述锚杆(2074)为多个,通过所述锚固辅助梁(2073)的安装孔与桥梁主体螺栓固定,所述穿心千斤顶(2072)包括缸体(72)和穿心杆(73),所述缸体(72)设置在多个所述锚杆(2074)之间且与所述锚固辅助梁(2073)顶面固接,所述穿心杆(73)设置在所述缸体(72)内,且两端露出所述缸体(72),所述穿心杆(73)的第一端螺接第一螺母(74)、其第二端穿过桥梁本体后螺接第二螺母(75)。8. The self-propelled cantilever bridge building machine according to claim 1, wherein the stabilization device (2) further comprises an anchoring mechanism (207), and the anchoring mechanism (207) comprises an anchoring boom (2071) , through the center jack (2072), the anchoring auxiliary beam (2073), the anchor rod (2074) and the anchoring cantilever beam (2075), the anchoring cantilever beam (2075) is fixed on the beam (21), the anchoring The number of the boom (2071) is multiple, one end is connected to the anchoring cantilever beam (2075) with a pin, and is vertically arranged on both sides of the main beam (1), and the opposite end is pinned to the anchoring auxiliary beam (2073) connection; there are multiple anchor rods (2074), which are bolted to the main body of the bridge through the mounting holes of the anchoring auxiliary beams (2073), and the through-core jack (2072) includes a cylinder (72) and a through-core rod ( 73), the cylinder (72) is arranged between a plurality of the anchor rods (2074) and is fixedly connected with the top surface of the anchoring auxiliary beam (2073), and the through-core rod (73) is arranged on the Inside the cylinder body (72), and the cylinder body (72) is exposed at both ends, the first end of the penetrating rod (73) is screwed with the first nut (74), and the second end is screwed through the bridge body. Connect the second nut (75). 9.根据权利要求1所述的自走式悬臂造桥机,其特征在于,所述主梁(1)靠近稳固装置(2)一端的底面上设置有限位件(D)。9 . The self-propelled cantilever bridge building machine according to claim 1 , wherein a limiting member (D) is provided on the bottom surface of the main beam ( 1 ) close to one end of the stabilization device ( 2 ). 10 . 10.根据权利要求1所述的自走式悬臂造桥机,其特征在于,还包括用于安装挂篮的挂梁(3),所述挂梁(3)数量为两个,分别水平设置在所述主梁(1)的中段和远离所述稳固装置(2)的一端。10 . The self-propelled cantilever bridge building machine according to claim 1 , further comprising hanging beams ( 3 ) for installing hanging baskets, the number of the hanging beams ( 3 ) being two, which are respectively arranged horizontally. 11 . In the middle section of the main beam (1) and the end away from the stabilization device (2).
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