CN114673098B - Self-propelled cantilever bridge building machine - Google Patents

Self-propelled cantilever bridge building machine Download PDF

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Publication number
CN114673098B
CN114673098B CN202210344961.9A CN202210344961A CN114673098B CN 114673098 B CN114673098 B CN 114673098B CN 202210344961 A CN202210344961 A CN 202210344961A CN 114673098 B CN114673098 B CN 114673098B
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bridge
sleeve column
anchoring
self
beams
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CN114673098A (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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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)

Abstract

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。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。通过设置动轮支撑装置和稳固装置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。

The present disclosure relates to the technical field of bridge construction, and in particular to a self-propelled cantilever bridge construction machine. The present disclosure provides a self-propelled cantilever bridge-building machine, which includes a main beam, a stabilizing device and a wheel support device. The stabilizing device includes a cross beam and two anti-hook beams connected to both ends of the cross beam. The cross beam is fixed. Connected to the tail end of the main beam, the two anti-hook beams are separated or in conflict with the bottom surface of the bridge body; the moving wheel support device drives the main beam to move along the longitudinal direction of the bridge. By setting up the moving wheel support device and the stabilizing device to repeatedly install and dismantle the walking beam anchoring steel bars, the equipment can realize autonomous walking, simple operation, improve automation and safety, improve construction efficiency, and reduce construction costs.

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 construction, and in particular to a self-propelled cantilever bridge construction 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。Existing bridge-building machines need to anchor the traveling beams to the existing girder deck, and the traveling beams and the main beams of the hanging basket are connected through reverse hanging wheels to prevent the hanging basket from overturning during travel. During the running process, the hanging basket needs to re-lay and anchor the traveling beams on the top surface of the poured bridge, then guide the main beam to the new walking beam, and then dismantle the old walking beam; or by connecting the walking beam and the hanging basket An additional device is installed between the main beams to realize the relative movement of the main beam and the walking beam of the hanging basket, and finally complete the walking process. However, both methods require pre-setting numerous vertical anchoring holes for traveling on the bridge. During the traveling process, it is necessary to manually dismantle and install the rail beams and anchoring steel bars of the traveling beams repeatedly. The construction process is primitive and cumbersome, which is not only time-consuming, labor-intensive, and The construction efficiency is low, and it is easy for the anchoring steel bars to be installed poorly, causing the hanging basket to tilt or even overturn as a whole, causing 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。It can cancel the traveling beam, cancel the vertical anchoring holes used for traveling, and eliminate the repeated installation and dismantling process of the anchoring steel bars of the traveling beam. It can realize the autonomous walking of the equipment, simple operation, significantly improve automation and safety, reduce energy consumption, improve construction efficiency, and reduce Construction costs and low-carbon environmental protection are currently technical issues that need to be solved urgently by those skilled in the art.

发明内容Contents 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, which includes a main beam, a stabilizing device and a moving wheel support device. The stabilizing device includes a cross beam and a corresponding connection between the There are two anti-hook beams at both ends of the cross beam. The cross beam is fixed at the tail end of the main beam. The two anti-hook beams are separated or conflict with the bottom surface of the bridge body; the moving wheel support 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 provided on the wheel frame. The support member is provided on the wheel frame. The support member is a telescopic structure for use during telescopic operation. In the out-of-state state, the lower plane exceeding the running wheel conflicts 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 balancing beam 1 and two balancing beams 2. The balancing beam 1 is in an inverted V shape, with both ends exposed and arranged in the mounting frame; the balancing beam 2 is The running wheels are connected to both ends of the balancing beam, and the balancing beam 2 is horizontally arranged at both ends of the balancing beam 1. The supporting member is connected to the installation frame, and the supporting member is arranged on the balancing beam. between one and two ends.

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 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 on the inner sleeve column. The bottom surface of the column is provided with a base and is connected with the base with a spherical hinge; the support cylinder telescopes in the sleeve direction of the inner and outer sleeve columns, and the extended end is fixed in the inner sleeve column, and the opposite end is fixed in the inner sleeve column. The other end is arranged in the outer column, and one end arranged in the outer column is connected to the outer column pin. The electric latch is provided on the outer column and is used to lock the relative position between the inner sleeve column and the outer 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 column is provided with a latch hole one, and the inner sleeve column body is provided with a latch hole two. The latch hole one is in contact with the latch pin when the inner sleeve column is retracted or extended. The hole positions of hole two are corresponding; the electric latch fixes the relative position of the inner sleeve column and the outer sleeve column through latch hole one and latch hole two.

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 anti-hook beam includes a bending section and a telescopic section, and the bending section is connected to the cross beam; a rear hook wheel is provided on the telescopic section, and the rear hook wheel is arranged on the telescopic section. On the telescopic part, the rear hook wheel is used to contact the bridge body when the stabilizing device is in a moving state, and to be separated from the bridge body when the stabilizing device is in a fixed state.

可选的,所述横梁与所述反勾梁可拆卸连接。Optionally, the cross beam and the anti-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. The anchoring mechanism includes an anchoring boom, a through-hole jack, an anchoring auxiliary beam, an anchor rod, and an anchoring cantilever beam. The anchoring cantilever beam is fixed on the beam, The number of the anchoring suspenders is multiple. One end is connected to the anchoring cantilever beam pin and is arranged vertically on both sides of the main beam. The opposite end is connected to the anchoring auxiliary beam pin. There are multiple anchor rods. , bolted to the main body of the bridge through the mounting holes of the anchoring auxiliary beam, the through-hole jack includes a cylinder and a through-through rod, the cylinder is disposed between a plurality of the anchor rods and connected with the anchoring auxiliary beam The top surface is fixed, the core rod is arranged in the cylinder body, and both ends are exposed from the cylinder body. The first end of the core rod is screwed to the first nut, and the second end of the core rod passes through the bridge body. Then screw on 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 limiter is provided on the bottom of one end of the main beam close to the stabilizing 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, a hanging beam for installing the hanging basket is also included. The number of the hanging beams is two, which are respectively arranged horizontally at the middle section of the main beam and at one end away from the stabilizing device.

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 existing technology, the beneficial effects of the present disclosure are: by arranging the movable wheel support device and the stabilizing device, the traveling beam is eliminated, and the repeated installation and removal process of the anchoring steel bars of the traveling beam is eliminated, so that the equipment can travel autonomously, the operation is simple, and the automation and safety are improved. properties, improve construction efficiency and reduce construction costs.

附图说明Description of the 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 drawings needed to be used in the description of the embodiments or the prior art will be briefly introduced below. Obviously, for those of ordinary skill in the art, It is said that other drawings can be obtained based on these drawings without exerting creative labor.

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

图2为本公开的横梁与反勾梁的结构示意图;Figure 2 is a schematic structural diagram of the cross beam and anti-hook beam of the present disclosure;

图3为本公开的稳固装置的结构示意图;Figure 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;Figure 4 is one of the structural schematic diagrams 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;Figure 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;Figure 6 is a schematic structural diagram of the mounting part and the supporting part of the present disclosure;

图7为本公开的稳固装置的结构示意图之二;Figure 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;Figure 8 is a schematic structural diagram of the anchoring auxiliary beam, the through-bolt 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。Figure 9 is a schematic structural diagram of an embodiment of the present disclosure in which the hanging basket system is eliminated.

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-cross beam; 22-anti-hook beam; 202-anti-hook beam; 203-telescopic section; 206-rear hook wheel; 207-anchoring mechanism; 2071-anchoring boom; 2072-piercing jack; 2073-anchoring auxiliary beam; 2074-anchor rod; 2075-anchoring cantilever beam; 3-hanging beam; 4-wheel support device; 401-bracket; 4011-equalizing beam one; 4012-equalizing beam two; 4013-mounting frame; 402-traveling wheel; 403-support; 4031-support sleeve column; 40311-inner sleeve column; 40312-outer sleeve column; 4032-support cylinder; 4033-electric latch; 72-cylinder; 73-through Core rod; 74-first nut; 75-second nut; A-pin hole; B-pin hole two; C-base; D-limiter.

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 understand the above objects, features and advantages of the present disclosure more clearly, the solutions of the present disclosure will be further described below. It should be noted that, as long as there is no conflict, the embodiments of the present disclosure and the features in the embodiments can be combined with each other.

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 fully understand the present disclosure, but the present disclosure can also be implemented in other ways different from those described here; obviously, the embodiments in the description are only 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 article, relational terms such as “first” and “second” 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. Furthermore, the terms "comprises," "comprises," or any other variations thereof are intended to cover a non-exclusive inclusion such that a process, method, article, or apparatus that includes a list of elements includes not only those elements, but also those not expressly listed other elements, or elements inherent to the process, method, article or equipment. Without further limitation, an element defined by the statement "comprises a..." does not exclude the presence of additional identical elements in a process, method, article, or apparatus that includes the stated 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 Figures 1-5, the present disclosure provides a self-propelled cantilever bridge-building machine, which includes a main beam 1, a stabilizing device 2, and a wheel support device 4. The stabilizing device 2 includes a cross beam 21 and a pair of bridges connected to both ends of the cross beam 21. Two anti-hook beams 22 and cross beam 21 are fixed at the tail end of the main beam 1. The two anti-hook beams 22 are separated or conflict with the bottom surface of the bridge body; the movable wheel support device 4 drives the main beam 1 to move along the longitudinal direction of the bridge. The moving wheel support device 4 includes a support member 403, a wheel frame 401 and a running wheel 402 provided on the wheel frame 401. The support member 403 is provided on the wheel frame 401. The support member 403 is a telescopic structure and is used to exceed the limit in the extended state. The lower plane of the running wheel 402 conflicts with the main body of the bridge. When the stabilizing device 2 is anchored, the support part of the movable wheel support device 4 exceeds the lower plane of the movable wheel part and conflicts with the bridge body, limiting the relative position of the main beam 1 and the bridge body; when the bridge-building machine needs to travel or is waiting to travel, , the support part of the movable wheel support device 4 is retracted to above the lower level of the movable wheel part of the movable wheel support device 4, and the movable wheel part of the movable wheel support device 4 is in contact with the main body of the bridge. At this time, the stabilizing device 2 is relaxed, because the front end of the main beam of the bridge building machine is The front end is pushed down and the rear end is tilted by its own weight, and the stabilizing device 2 is lifted up (in some situations and plans, jacks and other equipment can also be used to lift the rear end of the main beam). At this time, the hook part of the anti-hook beam 22 is in contact with the main body of the bridge. The bottom surfaces of the side wings are in contact, and after the anti-hook beam 22 is in contact, the power output of the moving wheel support device 4 moves forward. After reaching the predetermined position, the moving wheel part is braked, and the support part of the moving wheel support device 4 is extended and fixed, and finally through the stabilizing device 2 Fix the relative position of the main beam and the main body of the bridge to complete the movement of the bridge-building machine. In the embodiment of the present disclosure, the moving wheel part of the driving wheel support device 4 is a driving wheel, and each driving wheel has an independent driving device, such as a motor drive.

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 deviation of the running route of the running wheels, a deviation correction track is provided on the bridge deck to cooperate with the running wheels, or the deviation is corrected by adjusting the speed of each running wheel; it is also possible to set a cylinder on the wheel, When the movement deviates, press the moving wheel support 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 balancing beam 4011 and two balancing beams 4012. The balancing beam 4011 is an inverted V shape to meet the stability of the balancing beam 4011, and both ends The exposed part is arranged in the mounting frame 4013; both ends of the balancing beam 4012 are connected with running wheels 402, both ends of the balancing beam 1 4011 are horizontally provided with balancing beam 2 4012, the supporting member 403 is connected to the mounting frame 4013, and the supporting member 403 is set between the two ends of equalizing beam 1 4011. In the embodiment of the present disclosure, the support member 403 is provided directly below the mounting frame 4013, so that each running wheel 402 can rise and fall horizontally when in a supported or retracted state, so as to prevent one or several running wheels 402 from interfering with other wheels. The running wheels 402 contact the bridge deck at different angles. Long-term use will deform the second beam and reduce its 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 Figures 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. The outer sleeve 40312 is set 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 during use and affect the support and fixation effect. In other embodiments, the support sleeve 4031 can also be a cylinder or other telescopic structure. to meet different usage requirements. The bottom surface of the inner sleeve column 40311 is provided with a base C and is connected with a spherical hinge to the base C. Because the weight of the hanging basket of the bridge-building machine will cause the main beam to tilt forward during the movement, when the base C hits the bridge deck, it is not vertical at any angle. , increase the mobility of base C and inner sleeve column 40311 through ball joint 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 Figures 4 and 6, the support cylinder 4032 expands and contracts in the sleeve direction of the inner and outer sleeve columns, and the extended end is fixed in the inner sleeve column 40311, and the opposite end is arranged in the outer sleeve column 40312 and is arranged on The inner end of the outer cover column 40312 is connected with the outer cover column 40312 pin for easy replacement. During the support process of the support cylinder 4032, long-term support will cause a certain degree of position change in the support direction. In the embodiment of the present disclosure, an electric latch 4033 is provided on the outer sleeve column 40312 for locking the inner sleeve column 40311 and The relative position of the outer sleeve column 40312 can release the support force of the support cylinder 4032 at this time, increase the service life of the support cylinder 4032, and improve the support force of the support member 403. The outer sleeve column 40312 is provided with a latch hole A, and the inner sleeve column 40311 is provided with a latch hole B. The latch hole A corresponds to the position of the latch hole B when the inner sleeve column 40311 is retracted or extended; The electric latch 4033 fixes the relative position of the inner sleeve column 40311 and the outer sleeve column 40312 through the latch hole one A and the latch hole two B. In the preferred embodiment, a sensor is set at the distance point between the inner and outer sleeves corresponding to the latch hole. When there is a large gap between the bridge deck planes, the sensor controls the support cylinder 4032 to automatically correspond to the A and B latch holes to avoid latch failure.

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21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 Figures 2 and 3, the anti-hook beam 22 includes a bending section and a telescopic section 203. The bending section is connected to the cross beam 21; the telescopic section 203 is provided with a rear hook wheel 206, and the rear hook wheel 206 is provided on the telescopic section 203. On the telescopic part, the rear hook wheel 206 is used to contact the bridge body when the stabilizing device 2 is in a moving state, and to separate from the bridge body when the stabilizing device 2 is in a fixed state. Preferably, the rear hook wheel 206 passes through the swing member and the telescopic section 203 , the ornaments can swing in the horizontal direction and can better adapt to the shape of the bridge flanks.

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 Figure 2, the cross beam 21 and the anti-hook beam 22 are detachably connected. Preferably, the cross beam 21 and the anti-hook beam 22 are flange-connected. The cross beams 21 of different lengths can be selected according to the width of the bridge body to adapt the stabilizing device 2 degree is higher.

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 stabilizing device 2 also includes an anchoring mechanism 207. The anchoring mechanism 207 includes an anchoring boom 2071, a through-hole 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 cross beam 21. If the bridge width is narrow and the cross beam 21 is shorter, it can also be set on the horizontal section of the anti-hook beam 22. There are multiple anchor suspenders 2071, one end of which is connected to the pin of the anchor cantilever beam 2075. Connected and vertically arranged on both sides of the main beam 1, the opposite end is connected with the anchor auxiliary beam 2073 with a pin. Through the upper and lower pin connections, the anchor cantilever beam 2075, the anchor hanger 2071 and the anchor auxiliary beam 2073 form a deformable The rectangular structure satisfies the mobility of the anchoring mechanism 207 when tightening to adapt to various slopes of the bridge deck; there are multiple anchor rods 2074, which are bolted to the main body of the bridge through the mounting holes of the anchor auxiliary beam 2073, and pass through the center. The jack 2072 includes a cylinder 72 and a core rod 73. The cylinder 72 is arranged between a plurality of anchor rods 2074 and is fixed to the top surface of the anchor auxiliary beam 2073. The core rod 73 is arranged in the cylinder 72 with both ends exposed. In the cylinder 72, the first end of the through-core rod 73 is screwed to the first nut 74, and the second end thereof passes through the bridge body and then is screwed to the second nut 75. When the anchoring mechanism 207 is in use, the penetration rod 73 in the penetration jack 2072 passes through the anchor hole preset on the bridge deck and is fixed by the fixing nut. The penetration jack 2072 tensions the cross beam 21 and the anti-hook beam 22 in the direction of the bridge deck. Pull down to make the main beam horizontal to the bridge deck, then screw one end of the anchor rod 2074 with a nut, pass through the installation hole of the anchor auxiliary beam 2073, pass through the anchor hole preset on the bridge deck, and then fix the bolt. According to the different sizes of bridge building machines The number of anchor rods 2074 is not required, and the preferred number is ≥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, when the anchoring mechanism 207 pulls down the main beam of the bridge-building machine, in order to prevent excessive pull-down, a limiter D is provided on the bottom of the end of the main beam 1 close to the stabilizing device 2. The limiter D is in contact with the main beam. An elastic piece is provided at the connection point of 1 to reduce the shock when pulling down. The elastic piece can be a shock absorbing 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 Figure 1, the technical solution of the present disclosure also includes a device for installing a hanging basket. The number of the hanging beams 3 is two, which are horizontally arranged at the middle section of the main beam 1 and at one end away from the stabilizing device 2. They are used to bear the burden when walking. The weight of the hanging basket and the weight of the bridge under construction when the concrete is poured, and the load is transferred 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 Figure 9, in another embodiment, when the self-propelled bridge-building machine of the present disclosure is used for segmental assembly construction, the hanging basket system and the hanging beam 3 are cancelled, and a front beam is set at the front end of the main beam. A pulley is installed on the front beam, and a hoist is installed at the rear end of the main beam; or a lifting system is directly installed on the front beam. It can be quickly modified 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, enabling those skilled in the art to 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 practiced in other embodiments without departing from the spirit or scope of the disclosure. Therefore, the present disclosure is not 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 (9)

1. The self-propelled cantilever bridge fabrication machine is characterized by comprising a main beam (1), a stabilizing device (2) and a driving wheel supporting device (4), wherein the stabilizing device (2) comprises a cross beam (21) and two reverse hooking beams (22) correspondingly connected to two ends of the cross beam (21), the cross beam (21) is fixedly connected to the tail end of the main beam (1), and the two reverse hooking beams (22) are separated or contradicted and reversely hooked on the bottom surface of a bridge main body; the driving wheel supporting device (4) drives the main beam (1) to move along the longitudinal direction of the bridge;
the stabilizing device (2) further comprises an anchoring mechanism (207), wherein the anchoring mechanism (207) comprises an anchoring suspender (2071), a penetrating jack (2072), an anchoring auxiliary beam (2073), an anchor rod (2074) and an anchoring cantilever beam (2075), the anchoring cantilever beams (2075) are fixedly connected to the cross beam (21), one ends of the anchoring suspenders (2071) are in pin connection with the anchoring cantilever beams (2075) and are vertically arranged on two sides of the main beam (1), and the opposite ends of the anchoring suspender are in pin connection with the anchoring auxiliary beam (2073); the anchor rods (2074) are multiple, the anchor rods are fixed with the bridge main body through mounting holes of the anchor auxiliary beams (2073) through bolts, the penetrating jack (2072) comprises a cylinder body (72) and a penetrating rod (73), the cylinder body (72) is arranged among the anchor rods (2074) and fixedly connected with the top surface of the anchor auxiliary beams (2073), the penetrating rod (73) is arranged in the cylinder body (72), the two ends of the penetrating rod are exposed out of the cylinder body (72), and a first end of the penetrating rod (73) is in threaded connection with a first nut (74) and a second end of the penetrating rod is in threaded connection with a second nut (75) after penetrating through the bridge main body.
2. The self-propelled boom bridge fabrication machine according to claim 1, wherein the wheel supporting device (4) comprises a supporting member (403), a wheel frame (401) and a travelling 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 of a telescopic structure, and is used for abutting against the bridge main body beyond the lower plane of the travelling wheel (402) in the extending state.
3. The self-propelled boom bridge fabrication machine according to claim 2, wherein the wheel frame (401) comprises a mounting frame (4013), a balancing beam one (4011) and two balancing beams Liang Er (4012), wherein the balancing beam one (4011) is in an inverted V shape, and two ends of the balancing beam one are exposed and arranged in the mounting frame (4013); both ends of the balance Liang Er (4012) are connected with the running wheels (402), both ends of the balance beam I (4011) are horizontally provided with the balance Liang Er (4012), the supporting piece (403) is connected with the mounting frame (4013), and the supporting piece (403) is arranged between both ends of the balance beam I (4011).
4. The self-propelled boom bridge fabrication machine according to claim 2, wherein the support member (403) comprises a support sleeve column (4031), a support cylinder (4032) and an electric plug pin (4033), the support sleeve column (4031) comprises an inner sleeve column (40311) and an outer sleeve column (40312), the outer sleeve column (40312) is sleeved on the inner sleeve column (40311), and a base (C) is arranged on the bottom surface of the inner sleeve column (40311) and is in spherical hinge connection with the base (C); the support cylinder (4032) stretches out and draws back in the direction of the sleeve of inner sleeve column (40311) and outer sleeve column (40312), and the end that stretches out is fixed firmly in inner sleeve column (40311), and the opposite other end sets up in outer sleeve column (40312), and set up in outer sleeve column (40312) one end with outer sleeve column (40312) round pin hub connection, electronic bolt (4033) set up on outer sleeve column (40312) for the locking inner sleeve column (40311) and the relative position of outer sleeve column (40312).
5. The self-propelled boom bridge fabrication machine according to claim 4, wherein the outer sleeve (40312) is provided with a first bolt hole (a), the inner sleeve (40311) is provided with a second bolt hole (B), and the first bolt hole (a) corresponds to a hole site of the second bolt hole (B) in a state that the inner sleeve (40311) is retracted or extended; the electric bolt (4033) fixes the relative positions of the inner sleeve column (40311) and the outer sleeve column (40312) through a bolt hole I (A) and a bolt hole II (B).
6. The self-propelled cantilever bridge fabrication machine according to claim 1, characterized in that the back-hooking beam (22) comprises a bending section and a telescopic section (203), the bending section being connected with the cross beam (21); the telescopic section (203) is provided with a rear hook wheel (206), the rear hook wheel (206) is arranged on a telescopic part of the telescopic section (203), and the rear hook wheel (206) is used for being abutted against the bridge body in the moving state of the stabilizing device (2) and separated from the bridge body in the fixed state of the stabilizing device (2).
7. Self-propelled cantilever bridge fabrication machine according to claim 1, characterized in that the cross beam (21) is detachably connected to the counter-hooking beam (22).
8. The self-propelled cantilever bridge fabrication machine according to claim 1, wherein a limiting piece (D) is arranged on the bottom surface of the main beam (1) close to one end of the stabilizing device (2).
9. The self-propelled cantilever bridge fabrication machine according to claim 1, further comprising hanging beams (3) for installing hanging baskets, wherein the number of the hanging beams (3) is two, and the hanging beams are respectively horizontally arranged at the middle section of the main beam (1) and one end far away from the stabilizing device (2).
CN202210344961.9A 2022-03-31 2022-03-31 Self-propelled cantilever bridge building machine Active CN114673098B (en)

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CN116657509B (en) * 2023-07-19 2025-07-04 中国铁建大桥工程局集团有限公司 Hanging basket spliced connection structure for cantilever beam construction

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CN112095493A (en) * 2020-10-20 2020-12-18 安徽省公路桥梁工程有限公司 Pushing device of self-correcting guy rope hanging basket for bridge construction
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CN205990588U (en) * 2016-08-25 2017-03-01 中铁工程机械研究设计院有限公司 The floating type rear support leg of heavy grade box beam bridge formation machine
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Application publication date: 20220628

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Denomination of invention: Self propelled cantilever bridge building machine

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