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CN112064515A - A kind of box girder erection equipment, through-hole method and tunnel-through method - Google Patents

A kind of box girder erection equipment, through-hole method and tunnel-through method Download PDF

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Publication number
CN112064515A
CN112064515A CN202011059087.1A CN202011059087A CN112064515A CN 112064515 A CN112064515 A CN 112064515A CN 202011059087 A CN202011059087 A CN 202011059087A CN 112064515 A CN112064515 A CN 112064515A
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assembly
box girder
outrigger
outrigger assembly
girder erection
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徐超
张智莹
陈扬
胡旭东
李珍西
唐娅玲
马泰
贺水冰
王俊杰
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China Railway Engineering Machinery Research and Design Institute Co Ltd
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China Railway Engineering Machinery Research and Design Institute 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
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D2/00Bridges characterised by the cross-section of their bearing spanning structure
    • E01D2/04Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type

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

Abstract

本发明提供了一种箱梁架设设备、过孔方法及过隧方法,该箱梁架设设备包括机臂、支腿总成、起重总成和走行组件,所述支腿总成包括前支腿组件和中支腿组件,所述前支腿组件和所述中支腿组件适于与所述机臂滑动连接,所述前支腿组件还适于与箱梁和/或桥墩连接;起重总成,其移动式设置于所述机臂上,用于起吊箱梁;所述起重总成适于与所述中支腿组件连接以驱动所述中支腿组件在所述机臂上移动;走行组件设置于所述中支腿组件的下端,所述走行组件适于通过所述中支腿组件驱动所述机臂移动。本发明的箱梁架设设备一次过孔到位,相对于现有多个支腿交替转换支撑位置,反推机臂纵移的方式过孔,其过孔效率更高,且安全性更好。

Figure 202011059087

The invention provides a box girder erection device, a method for passing a hole, and a method for passing a tunnel. The device for erecting a box girder includes a machine arm, an outrigger assembly, a hoisting assembly and a traveling assembly, and the outrigger assembly includes a front support A leg assembly and a middle outrigger assembly, the front outrigger assembly and the middle outrigger assembly are adapted to be slidably connected with the machine arm, and the front outrigger assembly is also adapted to be connected with a box girder and/or a bridge pier; A heavy assembly, which is movably arranged on the machine arm, is used for hoisting the box girder; the hoisting assembly is adapted to be connected with the middle outrigger assembly to drive the middle outrigger assembly on the machine arm moving upward; a traveling assembly is arranged at the lower end of the middle outrigger assembly, and the traveling assembly is suitable for driving the machine arm to move through the middle outrigger assembly. The box girder erection equipment of the present invention passes the hole in place at one time, and compared with the existing multiple legs to alternately change the support position, the reverse thruster arm is longitudinally moved through the hole, and the hole passing efficiency is higher and the safety is better.

Figure 202011059087

Description

一种箱梁架设设备、过孔方法及过隧方法A kind of box girder erection equipment, through-hole method and tunnel-through method

技术领域technical field

本发明涉及架桥技术领域,具体而言,涉及一种箱梁架设设备、过孔方法及过隧方法。The invention relates to the technical field of bridge erection, in particular, to a box girder erection device, a method for passing a hole and a method for passing a tunnel.

背景技术Background technique

目前,架桥机包括机臂和若干个支腿,其通过多个支腿实现支撑以及过孔,就施工工序而言,大多数架桥机采用多个支腿交替转换支撑位置,反推机臂纵移的方式过孔,其支腿无锚固且在变跨梁过孔时需要二次纵移,过孔效率低且存在隐患。At present, the bridge erecting machine includes a machine arm and several outriggers, which realize support and through holes through multiple outriggers. In terms of construction procedures, most bridge erecting machines use multiple outriggers to alternately switch the support position, and the thrust reverser The arm is longitudinally moved through the hole, the legs are not anchored, and the second longitudinal movement is required when the variable span beam is passed through the hole, which is inefficient and has hidden dangers.

发明内容SUMMARY OF THE INVENTION

本发明解决的问题是如何提高过孔效率和安全性。The problem solved by the present invention is how to improve the efficiency and safety of the via hole.

为解决上述问题,本发明提供一种箱梁架设设备,包括:In order to solve the above problems, the present invention provides a box girder erection equipment, including:

机臂,arm,

支腿总成,其包括前支腿组件和中支腿组件,所述前支腿组件和所述中支腿组件适于与所述机臂滑动连接,所述前支腿组件还适于与箱梁和/或桥墩连接;An outrigger assembly, which includes a front outrigger assembly and a middle outrigger assembly, the front outrigger assembly and the middle outrigger assembly are adapted to be slidably connected with the machine arm, and the front outrigger assembly is also adapted to be connected with the machine arm Box girder and/or pier connections;

起重总成,其移动式设置于所述机臂上,用于起吊箱梁;所述起重总成适于与所述中支腿组件连接以驱动所述中支腿组件在所述机臂上移动;A hoisting assembly, which is movably arranged on the machine arm, is used for hoisting the box girder; the hoisting assembly is adapted to be connected with the middle outrigger assembly to drive the middle outrigger assembly on the machine move on the arm;

走行组件,其设置于所述中支腿组件的下端,所述走行组件适于通过所述中支腿组件驱动所述机臂移动。A traveling assembly is disposed at the lower end of the middle outrigger assembly, and the traveling assembly is adapted to drive the machine arm to move through the middle outrigger assembly.

可选地,所述中支腿组件适于相对于所述机臂绕竖直方向轴线转动以调节所述中支腿组件在所述机臂宽度方向上的垂直距离。Optionally, the middle outrigger assembly is adapted to rotate relative to the machine arm around a vertical axis to adjust the vertical distance of the middle outrigger assembly in the width direction of the machine arm.

可选地,所述中支腿组件包括第一下横梁,所述走行组件包括车架、车轮和动力装置,所述车架与所述第一下横梁活动连接,所述车轮安装于所述车架上,所述动力装置安装于所述车架上且与所述车轮驱动连接。Optionally, the middle outrigger assembly includes a first lower beam, the running assembly includes a frame, a wheel and a power device, the frame is movably connected to the first lower beam, and the wheel is mounted on the On the frame, the power device is mounted on the frame and is drivingly connected with the wheel.

可选地,所述起重总成包括前起重小车和后起重小车,所述前起重小车和所述后起重小车移动式设置在所述机臂上,所述前起重小车和/或所述后起重小车适于与所述中支腿组件连接以驱动所述中支腿组件在所述机臂上移动。Optionally, the hoisting assembly includes a front hoist trolley and a rear hoist trolley, the front hoist trolley and the rear hoist trolley are movably arranged on the machine arm, and the front hoist trolley And/or the rear trolley is adapted to be connected with the middle outrigger assembly to drive the middle outrigger assembly to move on the boom.

可选地,所述中支腿组件包括悬挂总成,所述悬挂总成上安装有油缸插销,所述前起重小车或所述后起重小车上安装有插销支座,所述油缸插销适于与所述插销支座插接。Optionally, the middle outrigger assembly includes a suspension assembly on which an oil cylinder pin is installed, a pin support is installed on the front trolley or the rear hoist, and the oil cylinder pin is installed on the front trolley or the rear trolley. It is suitable for being plugged with the plug support.

可选地,所述支腿总成还包括辅助支腿组件和后支腿组件,沿着所述机臂的长度方向,所述辅助支腿组件、所述前支腿组件、所述中支腿组件和所述后支腿组件依次设置;所述辅助支腿组件、所述前支腿组件、所述中支腿组件和所述后支腿组件适于伸缩以调节自身的高度,所述前支腿组件和所述辅助支腿组件适于沿着所述机臂滑动,所述后支腿组件适于相对于所述机臂翻折。Optionally, the outrigger assembly further includes an auxiliary outrigger assembly and a rear outrigger assembly, and along the length direction of the machine arm, the auxiliary outrigger assembly, the front outrigger assembly, the middle outrigger The leg assemblies and the rear outrigger assemblies are arranged in sequence; the auxiliary outrigger assemblies, the front outrigger assemblies, the middle outrigger assemblies and the rear outrigger assemblies are adapted to be extended and retracted to adjust their own heights, and the The front leg assembly and the auxiliary leg assembly are adapted to slide along the boom, and the rear leg assembly is adapted to be folded relative to the boom.

可选地,所述辅助支腿组件包括第二下横梁和支撑顶,所述第二下横梁上设有至少三个安装位,两个所述支撑顶分别适于安装在两个安装位处。Optionally, the auxiliary leg assembly includes a second lower beam and a support top, the second lower beam is provided with at least three installation positions, and the two support tops are respectively suitable for being installed at the two installation positions. .

可选地,所述后支腿组件包括第三下横梁,所述第三下横梁的两端适于伸缩以调节所述第三下横梁的长度。Optionally, the rear outrigger assembly includes a third lower beam, and both ends of the third lower beam are adapted to expand and contract to adjust the length of the third lower beam.

可选地,所述前支腿组件包括前支腿和锚固总成,所述锚固总成的一部分与所述支腿滑动连接,所述锚固总成的另一部分适于与箱梁连接。Optionally, the front leg assembly includes a front leg and an anchor assembly, a part of the anchor assembly is slidably connected to the leg, and another part of the anchor assembly is adapted to be connected to the box girder.

本发明的另一目的在于提供一种箱梁架设设备的过孔方法,采用如上所述的箱梁架设设备,包括如下步骤:Another object of the present invention is to provide a through-hole method for box girder erection equipment, using the above box girder erection device, comprising the following steps:

步骤1、所述箱梁架设设备架设一孔箱梁后,所述箱梁架设设备的前支腿组件与箱梁和/或桥墩固定,所述箱梁架设设备的后支腿组件支撑在箱梁上;Step 1. After the box girder erection device erects a hole box girder, the front leg assembly of the box girder erection device is fixed to the box girder and/or the bridge pier, and the rear leg assembly of the box girder erection device is supported on the box girder. on the beam;

步骤2、所述箱梁架设设备的中支腿组件腾空,所述中支腿组件与所述箱梁架设设备的起重总成连接,所述起重总成驱动所述中支腿组件在所述箱梁架设设备的机臂上朝向所述后支腿组件移动直至支撑位置,所述中支腿组件支撑在箱梁上,所述后支腿组件腾空;Step 2. The middle outrigger assembly of the box girder erecting equipment is vacated, and the middle outrigger assembly is connected to the hoisting assembly of the box girder erecting device, and the hoisting assembly drives the middle outrigger assembly in the air. The arm of the box girder erecting equipment moves toward the rear outrigger assembly until the support position, the middle outrigger assembly is supported on the box girder, and the rear outrigger assembly is vacated;

步骤3、所述中支腿组件驱动所述机臂移动至过孔位置,所述箱梁架设设备的辅助支腿组件支撑在桥墩上,所述后支腿组件支撑在箱梁上;Step 3, the middle outrigger assembly drives the machine arm to move to the via position, the auxiliary outrigger assembly of the box girder erection equipment is supported on the bridge pier, and the rear outrigger assembly is supported on the box girder;

步骤4、所述中支腿组件腾空,所述中支腿组件与所述起重总成连接,所述起重总成驱动所述中支腿组件在所述机臂上朝向所述前支腿组件移动直至支撑位置,所述中支腿组件支撑在箱梁上;Step 4. The middle outrigger assembly is vacated, and the middle outrigger assembly is connected to the hoisting assembly, and the hoisting assembly drives the middle outrigger assembly on the machine arm toward the front support The leg assembly moves to the support position, and the middle outrigger assembly is supported on the box beam;

步骤5、所述前支腿组件与箱梁和/或桥墩解除固定,所述前支腿组件在所述机臂上朝向所述辅助支腿组件移动直至支撑位置,所述前支腿组件支撑在桥墩上;Step 5. The front outrigger assembly is released from the box girder and/or the bridge pier, and the front outrigger assembly moves toward the auxiliary outrigger assembly on the machine arm to a supporting position, and the front outrigger assembly supports on the bridge pier;

步骤6、所述后支腿组件翻折收拢,所述箱梁架设设备进行下一孔箱梁架设。Step 6. The rear outrigger assembly is folded and folded, and the box girder erection equipment is used to erect the next hole box girder.

本发明的再一目的在于提供一种箱梁架设设备的过隧方法,采用如上所述的箱梁架设设备,包括如下步骤:Another object of the present invention is to provide a method for crossing the tunnel of the box girder erection equipment, using the above box girder erection equipment, comprising the following steps:

步骤a、运梁车安装托架后驶入所述箱梁架设设备的下方,所述箱梁架设设备的后支腿组件翻折支撑在箱梁上;Step a. After installing the bracket, the beam transport vehicle drives into the bottom of the box girder erection equipment, and the rear outrigger assembly of the box girder erection device is folded and supported on the box girder;

步骤b、所述箱梁架设设备的前支腿组件和所述箱梁架设设备的辅助支腿组件在所述箱梁架设设备的机臂上移动至指定位置;所述箱梁架设设备的中支腿组件腾空,所述中支腿组件与所述箱梁架设设备的起重总成连接,所述起重总成驱动所述中支腿组件在所述机臂上朝向所述前支腿组件移动直至指定位置;In step b, the front outrigger assembly of the box girder erection equipment and the auxiliary leg assembly of the box girder erection device are moved to a designated position on the arm of the box girder erection device; The outrigger assembly is vacated, and the middle outrigger assembly is connected to the hoisting assembly of the box girder erection equipment, and the hoisting assembly drives the middle outrigger assembly on the machine arm toward the front outrigger The component moves to the specified position;

步骤c、所述运梁车移动至驮运位置,所述中支腿组件和所述后支腿组件交替下降至驮运高度,所述机臂支撑在所述托架上;Step c, the beam transporter is moved to the piggyback position, the middle outrigger assembly and the rear outrigger assembly are alternately lowered to the piggyback height, and the machine arm is supported on the bracket;

步骤d、所述中支腿组件旋转至过隧位置,所述辅助支腿组件、所述前支腿组件和所述后支腿组件腾空,所述运梁车驱动所述箱梁架设设备通过隧道。In step d, the middle outrigger assembly is rotated to the tunnel-passing position, the auxiliary outrigger assembly, the front outrigger assembly and the rear outrigger assembly are vacated, and the beam transporter drives the box girder erection equipment to pass through. tunnel.

相对于现有技术,本发明具有以下有益效果:箱梁架设设备需要进行过孔时,前支腿组件与箱梁和/或桥墩连接,起到稳定支撑机臂的作用;起重总成与所述中支腿组件连接以驱动中支腿组件在所述机臂上移动;移动到位后,固定机臂和中支腿组件,此时,走行组件通过中支腿组件驱动箱梁架设设备移动,从而实现箱梁架设设备一次过孔到位,相对于现有多个支腿交替转换支撑位置,反推机臂纵移的方式过孔,其过孔效率更高,且安全性更好。Compared with the prior art, the present invention has the following beneficial effects: when the box girder erection equipment needs to pass through holes, the front outrigger assembly is connected with the box girder and/or the bridge pier, so as to stably support the machine arm; The middle outrigger assembly is connected to drive the middle outrigger assembly to move on the machine arm; after moving in place, the machine arm and the middle outrigger assembly are fixed, and at this time, the traveling assembly drives the box girder erection equipment to move through the middle outrigger assembly , so that the box girder erection equipment can pass the hole in place at one time. Compared with the existing multiple outriggers to alternately switch the support position, the reverse thruster arm longitudinally moves through the hole, which has higher efficiency and better safety.

附图说明Description of drawings

图1为本发明实施例的箱梁架设设备的结构示意图;1 is a schematic structural diagram of a box girder erection device according to an embodiment of the present invention;

图2为本发明实施例的中支腿组件、机臂和前起重小车的装配示意图;Fig. 2 is the assembly schematic diagram of the middle outrigger assembly, the machine arm and the front lifting trolley according to the embodiment of the present invention;

图3为本发明实施例的行走组件和中支腿组件的装配示意图;Fig. 3 is the assembly schematic diagram of the walking assembly and the middle outrigger assembly according to the embodiment of the present invention;

图4为本发明实施例的后支腿组件的结构示意图;4 is a schematic structural diagram of a rear outrigger assembly according to an embodiment of the present invention;

图5为本发明实施例的后支腿组件的另一种使用状态示意图;5 is a schematic diagram of another use state of the rear outrigger assembly according to the embodiment of the present invention;

图6为本发明实施例的前支腿组件的结构示意图;6 is a schematic structural diagram of a front outrigger assembly according to an embodiment of the present invention;

图7为本发明实施例的辅助支腿组件的结构示意图;7 is a schematic structural diagram of an auxiliary leg assembly according to an embodiment of the present invention;

图8为本发明实施例的辅助支腿组件的另一种使用状态示意图;8 is a schematic diagram of another use state of the auxiliary leg assembly according to the embodiment of the present invention;

图9为本发明实施例的箱梁架设设备的过孔方法中步骤1对应的一种实施方式;FIG. 9 is an embodiment corresponding to step 1 in the via hole method of the box girder erection equipment according to the embodiment of the present invention;

图10为本发明实施例的箱梁架设设备的过孔方法中步骤2对应的一种实施方式;Fig. 10 is an embodiment corresponding to step 2 in the via hole method of the box girder erecting equipment according to the embodiment of the present invention;

图11为本发明实施例的箱梁架设设备的过孔方法中步骤2对应的又一种实施方式;FIG. 11 is another embodiment corresponding to step 2 in the via hole method of the box girder erecting equipment according to the embodiment of the present invention;

图12为本发明实施例的箱梁架设设备的过孔方法中步骤2对应的再一种实施方式;12 is another embodiment corresponding to step 2 in the via hole method for the box girder erection equipment according to the embodiment of the present invention;

图13为本发明实施例的箱梁架设设备的过孔方法中步骤3对应的一种实施方式;FIG. 13 is an embodiment corresponding to step 3 in the via hole method of the box girder erection equipment according to the embodiment of the present invention;

图14为本发明实施例的箱梁架设设备的过孔方法中步骤4对应的一种实施方式;FIG. 14 is an embodiment corresponding to step 4 in the via hole method of the box girder erection equipment according to the embodiment of the present invention;

图15为本发明实施例的箱梁架设设备的过孔方法中步骤5对应的一种实施方式;FIG. 15 is an embodiment corresponding to step 5 in the via hole method of the box girder erection equipment according to the embodiment of the present invention;

图16为本发明实施例的箱梁架设设备的过孔方法中步骤6对应的一种实施方式;FIG. 16 is an embodiment corresponding to step 6 in the via hole method of the box girder erection equipment according to the embodiment of the present invention;

图17为本发明实施例的箱梁架设设备的过隧方法中步骤a对应的一种实施方式;17 is an embodiment corresponding to step a in the tunnel crossing method of the box girder erection equipment according to the embodiment of the present invention;

图18为本发明实施例的箱梁架设设备的过隧方法中步骤b对应的一种实施方式;18 is an embodiment corresponding to step b in the tunnel crossing method of the box girder erection equipment according to the embodiment of the present invention;

图19为本发明实施例的箱梁架设设备的过隧方法中步骤c对应的一种实施方式;19 is an embodiment corresponding to step c in the tunnel crossing method of the box girder erection equipment according to the embodiment of the present invention;

图20为本发明实施例的箱梁架设设备的过隧方法中步骤c对应的一种实施方式;20 is an embodiment corresponding to step c in the tunnel crossing method of the box girder erection equipment according to the embodiment of the present invention;

图21为本发明实施例的箱梁架设设备的过隧方法中步骤d对应的一种实施方式。FIG. 21 is an embodiment corresponding to step d in the tunnel crossing method of the box girder erection equipment according to the embodiment of the present invention.

附图标记说明:Description of reference numbers:

1-机臂、2-前支腿组件、3-辅助支腿组件、4-中支腿组件、5-走行组件、6-起重总成、7-后支腿组件、8-托架、9-运梁车;1-arm, 2-front outrigger assembly, 3-auxiliary outrigger assembly, 4-middle outrigger assembly, 5-travel assembly, 6-lifting assembly, 7-rear outrigger assembly, 8-bracket, 9- beam transporter;

21-吊挂总成、22-前支腿、23-锚固总成、24-第三伸缩油缸、31-第二下横梁、32-支撑顶、33-辅助支腿、34-第四伸缩油缸、35-位移伸缩油缸、41-悬挂总成、42-第一上横梁、43-中支腿、44-第一下横梁、45-斜拉杆、46-第一驱动装置、51-车架、52-车轮、53-动力装置、61-前起重小车、62-后起重小车、63-插销支座、71-第三下横梁、72-第二伸缩油缸、73-后支腿、74-翻折油缸、91-后运梁车、92-前运梁车;21-Hanging assembly, 22-Front outrigger, 23-Anchor assembly, 24-Third telescopic cylinder, 31-Second lower beam, 32-Support top, 33-Auxiliary outrigger, 34-Fourth telescopic cylinder , 35-displacement telescopic cylinder, 41-suspension assembly, 42-first upper beam, 43-middle outrigger, 44-first lower beam, 45-tilt rod, 46-first drive device, 51-frame, 52-wheel, 53-power unit, 61-front lifting trolley, 62-rear lifting trolley, 63-pin support, 71-third lower beam, 72-second telescopic cylinder, 73-rear outrigger, 74 - Folding oil cylinder, 91-rear beam transporter, 92-front beam transporter;

231-滑套、232-转向杆、233-连接杆、411-油缸插销。231-Sliding sleeve, 232-Steering rod, 233-Connecting rod, 411-Cylinder pin.

具体实施方式Detailed ways

为使本发明的上述目的、特征和优点能够更为明显易懂,下面结合附图对本发明的具体实施例做详细的说明。In order to make the above objects, features and advantages of the present invention more clearly understood, the specific embodiments of the present invention will be described in detail below with reference to the accompanying drawings.

在本发明的描述中,需要理解的是,本文中的“上”、“下”、“左”、“右”等指示的方位或位置关系为基于说明书附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。而且,描述的具体特征、结构、材料或特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of the present invention, it should be understood that the orientations or positional relationships indicated by "up", "down", "left", "right", etc. herein are based on the orientations or positional relationships shown in the accompanying drawings of the specification, It is only for the convenience of describing the present invention and simplifying the description, not to indicate or imply that the indicated device or element must have a particular orientation, be constructed and operate in a particular orientation, and therefore should not be construed as a limitation of the present invention. Furthermore, the particular features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

如图1所示,本发明的实施例提供一种箱梁架设设备,包括机臂1、支腿总成、起重总成6和走行组件5,所述支腿总成包括前支腿组件2和中支腿组件4,所述前支腿组件2和所述中支腿组件4适于与所述机臂1滑动连接,所述前支腿组件2还适于与箱梁和/或桥墩连接;所述起重总成6移动式设置于所述机臂1上,用于起吊箱梁;所述起重总成6适于与所述中支腿组件4连接以驱动所述中支腿组件4在所述机臂1上移动;所述走行组件5设置于所述中支腿组件4的下端,所述走行组件5适于通过所述中支腿组件4驱动所述机臂1移动。As shown in FIG. 1 , an embodiment of the present invention provides a box girder erection device, including a machine arm 1 , an outrigger assembly, a hoisting assembly 6 and a traveling assembly 5 , and the outrigger assembly includes a front outrigger assembly 2 and a middle outrigger assembly 4, the front outrigger assembly 2 and the middle outrigger assembly 4 are suitable for sliding connection with the machine arm 1, and the front outrigger assembly 2 is also suitable for connection with the box girder and/or The bridge pier is connected; the lifting assembly 6 is movably arranged on the machine arm 1 for lifting the box girder; the lifting assembly 6 is suitable for connecting with the middle outrigger assembly 4 to drive the middle The outrigger assembly 4 moves on the machine arm 1 ; the travel assembly 5 is arranged at the lower end of the middle outrigger assembly 4 , and the travel assembly 5 is suitable for driving the machine arm through the middle outrigger assembly 4 1 move.

采用本实施例的箱梁架设设备后,在需要进行过孔时,前支腿组件2与箱梁和/或桥墩连接,起到稳定支撑机臂1的作用;起重总成6与所述中支腿组件4连接以驱动中支腿组件4在所述机臂1上移动;移动到位后,固定机臂1和中支腿组件4,此时,走行组件5通过中支腿组件4驱动箱梁架设设备移动,从而实现箱梁架设设备一次过孔到位,相对于现有多个支腿交替转换支撑位置,反推机臂1纵移的方式过孔,其过孔效率更高,且安全性更好。After using the box girder erection equipment of the present embodiment, the front outrigger assembly 2 is connected to the box girder and/or the bridge pier when the hole needs to be carried out, so as to stably support the machine arm 1; The middle outrigger assembly 4 is connected to drive the middle outrigger assembly 4 to move on the machine arm 1; after moving in place, the machine arm 1 and the middle outrigger assembly 4 are fixed, at this time, the traveling assembly 5 is driven by the middle outrigger assembly 4 The box girder erection equipment is moved, so that the box girder erection equipment can pass the hole in place at one time. Compared with the existing multiple outriggers to alternately switch the supporting position, the reverse thruster arm 1 is moved longitudinally through the hole, which has higher through hole efficiency and Security is better.

本实施例中,机臂1采用单梁结构,其既可以采用整根的结构形式,也可以采用多节段拼装的结构形式,出于运输方便地考虑,优选为,机臂1采用多节段拼装的结构形式,相邻节段之间通过高强度螺栓连接。由此,机臂1采用单梁结构,能够有效地缩短整机纵向上的距离,从而更好地适应各种狭窄的架设工况,满足单、双线架设的需求。同时,机臂1为箱梁结构,其宽度方向上的两个端面各设有两块轨道板,在上下方向上,两块轨道板对称设置在同一端面上,且相邻两个端面上的轨道板对称设置,由此,轨道板的结构设计,机臂1在上下方向上各形成一条导轨,便于机臂1与支腿总成以及起重总成6配合连接,实现几者在机臂1上的滑动。In this embodiment, the machine arm 1 adopts a single-beam structure, which can be either a whole structure or a multi-section assembled structure. For the convenience of transportation, it is preferable that the machine arm 1 adopts a multi-section structure. The structural form of segment assembly, and the adjacent segments are connected by high-strength bolts. Therefore, the machine arm 1 adopts a single beam structure, which can effectively shorten the distance in the longitudinal direction of the whole machine, so as to better adapt to various narrow erection conditions and meet the needs of single and double line erection. At the same time, the machine arm 1 is a box girder structure, and its two end faces in the width direction are each provided with two track plates. In the up-down direction, the two track plates are symmetrically arranged on the same end surface, and the The track plates are arranged symmetrically. Therefore, in the structural design of the track plates, the machine arm 1 forms a guide rail in the upper and lower directions, which is convenient for the machine arm 1 to be connected with the outrigger assembly and the lifting assembly 6. 1 on the swipe.

可选地,所述中支腿组件4适于相对于所述机臂1绕竖直方向转动以调节所述中支腿组件4在所述机臂1宽度方向上的垂直距离。Optionally, the middle outrigger assembly 4 is adapted to rotate in a vertical direction relative to the machine arm 1 to adjust the vertical distance of the middle outrigger assembly 4 in the width direction of the machine arm 1 .

本实施例中,如图2所示,中支腿组件4包括第一上横梁42、悬挂总成41、中支腿43和第一下横梁44,悬挂总成41的上半部分吊挂在第一上横梁42上,第一上横梁42可绕悬挂总成41转动,悬挂总成41的下半部分与机臂1滑动连接,第一上横梁42长度方向的两端分别与一个中支腿43连接,第一下横梁44设置在两个中支腿43之间并分别与两个中支腿43连接,走行组件5设置在第一下横梁44的下端,由此,机臂1通过前支腿组件2等进行支撑后,在需要中支腿组件4进行旋转时,第一上横梁42绕着悬挂总成41进行转动,从而改变中支腿组件4在机臂1宽度方向上的垂直距离。In this embodiment, as shown in FIG. 2 , the middle outrigger assembly 4 includes a first upper beam 42 , a suspension assembly 41 , a middle outrigger 43 and a first lower beam 44 , and the upper half of the suspension assembly 41 is hung on the On the first upper beam 42, the first upper beam 42 can rotate around the suspension assembly 41, the lower half of the suspension assembly 41 is slidably connected with the arm 1, and the two ends of the first upper beam 42 in the length direction are respectively connected with a middle support. The legs 43 are connected, the first lower beam 44 is arranged between the two middle outriggers 43 and is connected with the two middle outriggers 43 respectively, and the traveling assembly 5 is arranged at the lower end of the first lower beam 44, whereby the machine arm 1 passes through After the front outrigger assembly 2 etc. are supported, when the middle outrigger assembly 4 needs to be rotated, the first upper beam 42 rotates around the suspension assembly 41, thereby changing the width of the middle outrigger assembly 4 in the width direction of the machine arm 1. vertical distance.

本实施例中,中支腿组件4在机臂1宽度方向上的垂直距离是指:在平行于机臂1宽度方向的竖直平面上,第一上横梁42在该竖直平面的投影长度。In this embodiment, the vertical distance of the middle outrigger assembly 4 in the width direction of the machine arm 1 refers to: on a vertical plane parallel to the width direction of the machine arm 1, the projected length of the first upper beam 42 on the vertical plane .

本实施例中,所述中支腿组件4还包括第一驱动装置46,所述第一驱动装置46为油缸或者气缸,第一驱动装置46的固定端与上横梁连接,第一驱动装置46的伸缩端与悬挂总成41连接,第一上横梁42沿竖直方向设有贯穿的滑道,第一驱动装置46适于驱动悬挂总成41沿滑道纵向移动,从而用于调节第一上横梁42和机臂1的相对位置,以适应不同的架设工况。In this embodiment, the middle outrigger assembly 4 further includes a first driving device 46, the first driving device 46 is an oil cylinder or an air cylinder, the fixed end of the first driving device 46 is connected to the upper beam, and the first driving device 46 The telescopic end is connected with the suspension assembly 41, the first upper beam 42 is provided with a slideway running through the vertical direction, and the first driving device 46 is suitable for driving the suspension assembly 41 to move longitudinally along the slideway, so as to adjust the first The relative position of the upper beam 42 and the machine arm 1 is suitable for different erection conditions.

本实施例中,所述中支腿组件4还包括斜拉杆45,斜拉杆45一端与中支腿43连接,另一端与第一下横梁44连接,由此,在斜拉杆45的作用下,其能够增强中支腿43和第一下横梁44在连接处的结构强度,在中支腿43或下横梁受到应力时,减小两者断裂情况的发生。In this embodiment, the middle outrigger assembly 4 further includes an oblique stay rod 45, one end of the oblique stay rod 45 is connected with the middle outrigger 43, and the other end is connected with the first lower beam 44, so that under the action of the diagonal stay rod 45, It can enhance the structural strength at the connection between the middle outrigger 43 and the first lower beam 44 , and reduce the occurrence of breakage of the middle leg 43 or the lower beam when the middle outrigger 43 or the lower beam is under stress.

本实施例中,第一上横梁42的两端设有用于安装中支腿43的第一安装位,第一上横梁42的下端还设有两个用于安装中支腿43的第二安装位,中支腿43安装于两个第一安装位时的间距大于中支腿43安装于两个第二安装位的间距。由此,当需要满足双线箱梁架设时,第一安装位安装中支腿43,并适配符合尺寸需求的第一下横梁44;当需要满足单线箱梁架设时,第二安装位安装中支腿43,并适配符合尺寸需求的第一下横梁44。In this embodiment, both ends of the first upper beam 42 are provided with first installation positions for installing the middle outriggers 43 , and the lower end of the first upper beam 42 is further provided with two second installation positions for installing the middle outriggers 43 When the middle legs 43 are installed at the two first installation positions, the distance between them is greater than the distance between the middle legs 43 when installed at the two second installation positions. Therefore, when it is necessary to meet the erection of the double-line box girder, the middle outriggers 43 are installed in the first installation position, and the first lower beam 44 that meets the size requirements is fitted; when the erection of the single-line box girder needs to be satisfied, the second installation position is installed The middle leg 43 is adapted to the first lower beam 44 that meets the size requirements.

可选地,如图3所示,所述走行组件5包括车架51、车轮52和动力装置53,所述车架51与所述下横梁活动连接,所述车轮52安装于所述车架51上,所述动力装置53安装于所述车架51上且与所述车轮52驱动连接。Optionally, as shown in FIG. 3 , the running assembly 5 includes a frame 51 , wheels 52 and a power unit 53 , the frame 51 is movably connected with the lower beam, and the wheels 52 are mounted on the frame 51 , the power unit 53 is mounted on the frame 51 and is drivingly connected with the wheels 52 .

本实施例中,走行组件5的数量不做限制,可以为一个,两个或者三个等,根据实际需求进行选择。如图2所示,走行组件5设有两个,两个走行组件5对称设置在下横梁长度方向的两端。由此,在两个走行组件5的作用下,能够实现中支腿组件4的走行。In this embodiment, the number of the running components 5 is not limited, and may be one, two, or three, etc., which can be selected according to actual needs. As shown in FIG. 2 , there are two running assemblies 5 , and the two running assemblies 5 are symmetrically arranged at both ends of the lower beam in the length direction. Therefore, under the action of the two running assemblies 5 , the running of the middle outrigger assembly 4 can be realized.

本实施例中,车架51整体呈U字型,车架51的中部形成凹槽结构,凹槽结构适于供第一下横梁44伸入,车架51的两端分别设有一个可转动的安装架,车轮52安装于安装架上,动力装置53安装于安装架上且与车轮52驱动连接,由此,降低了第一下横梁44与车架51连接位置的高度,便于行走组件在箱梁上稳定走行。In this embodiment, the frame 51 is U-shaped as a whole, and a groove structure is formed in the middle of the frame 51. The groove structure is suitable for the first lower beam 44 to extend into. The two ends of the frame 51 are respectively provided with a rotatable The wheel 52 is installed on the installation frame, and the power unit 53 is installed on the installation frame and is drivingly connected with the wheel 52, thereby reducing the height of the connection position of the first lower beam 44 and the frame 51, which is convenient for the walking assembly Stable running on the box girder.

本实施例中,车架51与第一下横梁44通过十字铰结构连接,十字铰结构包括块本体,块本体上设有具有高度差的纵向通孔和横向通孔,第一下横梁44设有下端开口的安置槽,块本体设有横向通孔的一部分位于安置槽中,且横向通孔与第一下横梁44通过销轴连接,块本体设有纵向通孔的另一部分伸出安置槽,且纵向通孔与车架51通过销轴连接。由此,在十字铰结构的作用下,能够实现走行组件5纵向和横向的偏摆,确保车轮52受力均匀,从而提高过孔效率和过孔安全性。In this embodiment, the frame 51 and the first lower beam 44 are connected by a cross hinge structure. The cross hinge structure includes a block body. The block body is provided with a longitudinal through hole and a transverse through hole with a height difference. There is a placement slot with an open lower end, a part of the block body provided with a lateral through hole is located in the placement slot, and the lateral through hole is connected with the first lower beam 44 by a pin, and the block body is provided with another part of the longitudinal through hole extends out of the placement slot. , and the longitudinal through hole is connected with the frame 51 through a pin. Therefore, under the action of the cross hinge structure, the longitudinal and lateral yaw of the running assembly 5 can be realized, so as to ensure that the wheel 52 is evenly stressed, thereby improving the efficiency of the via hole and the safety of the via hole.

可选地,所述起重总成6包括前起重小车61和后起重小车62,所述前起重小车61和所述后起重小车62移动式设置在所述机臂1上,所述前起重小车61和/或所述后起重小车62适于与所述中支腿组件4连接以驱动所述中支腿组件4在所述机臂1上移动。Optionally, the hoisting assembly 6 includes a front hoist trolley 61 and a rear hoist trolley 62, and the front hoist trolley 61 and the rear hoist trolley 62 are movably arranged on the machine arm 1, The front hoist trolley 61 and/or the rear hoist trolley 62 are adapted to be connected with the middle outrigger assembly 4 to drive the middle outrigger assembly 4 to move on the machine arm 1 .

本实施例中,中支腿组件4在机臂1上的移动是通过起重总成6实现的,由于起重总成6包括前起重小车61和后起重小车62,故存在以下几种情况:前起重小车61与中支腿组件4连接以驱动中支腿组件4在机臂1上移动;或者,后起重小车62与中支腿组件4连接以驱动中支腿组件4在机臂1上移动;又或者,前起重小车61和后起重小车62均能与中支腿组件4连接以驱动中支腿组件4在机臂1上移动。In this embodiment, the movement of the middle outrigger assembly 4 on the machine arm 1 is realized by the hoisting assembly 6. Since the hoisting assembly 6 includes a front hoisting trolley 61 and a rear hoisting trolley 62, there are the following Situation: the front trolley 61 is connected with the middle outrigger assembly 4 to drive the middle outrigger assembly 4 to move on the machine arm 1; or, the rear trolley 62 is connected with the middle outrigger assembly 4 to drive the middle outrigger assembly 4 Move on the machine arm 1 ; alternatively, both the front trolley 61 and the rear hoist trolley 62 can be connected with the middle outrigger assembly 4 to drive the middle outrigger assembly 4 to move on the machine arm 1 .

可选地,所述中支腿组件4包括悬挂总成41,所述悬挂总成41上安装有油缸插销411,所述前起重小车61或后起重小车62上安装有插销支座63,所述油缸插销411适于与所述插销支座63插接。Optionally, the middle outrigger assembly 4 includes a suspension assembly 41 on which an oil cylinder bolt 411 is installed, and a bolt support 63 is installed on the front trolley 61 or the rear hoist trolley 62 , the cylinder plug 411 is suitable for being plugged with the plug support 63 .

本实施例中,前起重小车61和后起重小车62均吊挂在机臂1的下端,机臂1吊挂在中支腿组件4的悬挂总成41的下端,由此,中支腿组件4的结构能够避免干涉前起重小车61和后起重小车62在机臂1上滑动,当前起重小车61和/或后起重小车62运行到中支腿组件4的悬挂总成41的正下方时,油缸插销411和插销支座63上下对准,油缸插销411工作以伸进插销支座63,当前起重小车61和/或后起重小车62继续沿机臂1运动时,其会带动中支腿组件4一起沿机臂1运动,从而改变中支腿43总成在机臂1上的位置。In this embodiment, both the front trolley 61 and the rear trolley 62 are hung at the lower end of the machine arm 1, and the machine arm 1 is hung at the lower end of the suspension assembly 41 of the middle outrigger assembly 4, so that the middle support The structure of the leg assembly 4 can avoid interfering with the front trolley 61 and the rear trolley 62 sliding on the machine arm 1 , the front trolley 61 and/or the rear trolley 62 running to the suspension assembly of the middle outrigger assembly 4 41, the cylinder latch 411 and the latch support 63 are aligned up and down, the cylinder latch 411 works to extend into the latch support 63, when the front trolley 61 and/or the rear trolley 62 continue to move along the arm 1 , it will drive the middle outrigger assembly 4 to move along the machine arm 1 together, thereby changing the position of the middle outrigger 43 assembly on the machine arm 1 .

可选地,所述支腿总成还包括辅助支腿组件3和后支腿组件7,沿着所述机臂1的长度方向,所述辅助支腿组件3、所述前支腿组件2、所述中支腿组件4和所述后支腿组件7依次设置;所述辅助支腿组件3、所述前支腿组件2、所述中支腿组件4和所述后支腿组件7适于伸缩以调节自身的高度,所述前支腿组件2和所述辅助支腿组件3适于沿着所述机臂1滑动,所述后支腿组件7适于相对于所述机臂1翻折。Optionally, the outrigger assembly further includes an auxiliary outrigger assembly 3 and a rear outrigger assembly 7. Along the length direction of the machine arm 1, the auxiliary outrigger assembly 3 and the front outrigger assembly 2 , the middle outrigger assembly 4 and the rear outrigger assembly 7 are arranged in sequence; the auxiliary outrigger assembly 3, the front outrigger assembly 2, the middle outrigger assembly 4 and the rear outrigger assembly 7 It is suitable for telescopic to adjust its height, the front outrigger assembly 2 and the auxiliary outrigger assembly 3 are suitable for sliding along the machine arm 1, and the rear outrigger assembly 7 is suitable for relative to the machine arm 1 fold.

本实施例中,中支腿43通过第一伸缩油缸实现上下伸缩,并通过插销进行锁定。如图4(a)所示,后支腿73包括套接在一起的两部分,通过第二伸缩油缸73实现上下伸缩,并通过插销进行锁定,同时,如图4(b)所示,后支腿与机臂1铰接,并通过翻折油缸74实现翻折。如图6(a)和6(b)所示,前支腿组件2通过吊挂总成21与机臂1滑动连接,前支腿22同样包括套接在一起的两部分,通过第三伸缩油缸24实现上下伸缩,并通过插销进行锁定。如图7(b)所示,辅助支腿组件3包括位移伸缩油缸35,实现辅助支腿组件在机臂上的滑动,如图7(a)所示,辅助支腿33也同样包括套接在一起的两部分,通过第四伸缩油缸34实现上下伸缩,并通过插销进行锁定。In this embodiment, the middle outrigger 43 is extended up and down through the first telescopic oil cylinder, and locked by a bolt. As shown in Fig. 4(a), the rear outrigger 73 includes two parts that are sleeved together. The second telescopic cylinder 73 realizes up and down expansion and contraction, and is locked by a latch. At the same time, as shown in Fig. 4(b), the rear The outrigger is hinged with the machine arm 1, and is folded by the folding oil cylinder 74. As shown in Figures 6(a) and 6(b), the front outrigger assembly 2 is slidably connected to the machine arm 1 through the hanging assembly 21, and the front outrigger 22 also includes two parts that are sleeved together. The oil cylinder 24 realizes up and down expansion and contraction, and is locked by a latch. As shown in Fig. 7(b), the auxiliary outrigger assembly 3 includes a displacement telescopic oil cylinder 35 to realize the sliding of the auxiliary outrigger assembly on the machine arm. As shown in Fig. 7(a), the auxiliary outrigger 33 also includes a socket connection The two parts that are together are stretched up and down through the fourth telescopic oil cylinder 34 and locked by a bolt.

本实施例中,前支腿组件2、辅助支腿组件3和中支腿组件4在机臂1上滑动到位后,通过插销总成与机臂1固定连接;当需要进行滑动时,解除对应的插销总成即可。由此,便于三者与机臂1间的牢固性,便于施工安全。In this embodiment, after the front outrigger assembly 2, the auxiliary outrigger assembly 3 and the middle outrigger assembly 4 are slid in place on the machine arm 1, they are fixedly connected to the machine arm 1 through the latch assembly; when sliding is required, the corresponding The plug assembly can be used. Therefore, the firmness between the three and the machine arm 1 is facilitated, and the construction safety is facilitated.

可选地,所述辅助支腿组件3包括第二下横梁31和支撑顶32,所述第二下横梁31上设有至少三个安装位,两个所述支撑顶32分别适于安装在两个安装位处。Optionally, the auxiliary leg assembly 3 includes a second lower beam 31 and a support top 32, the second lower beam 31 is provided with at least three installation positions, and the two support tops 32 are respectively suitable for being installed on two mounting locations.

本实施例中,支撑顶32为支撑油缸,其通过高强度螺栓连接或者插接在安装位处。如图7、8所示,在第二下横梁31的长度方向上,安装位设有四个,外侧的两个安装位构成第一安装位,用于在双线箱梁架设时支撑箱梁,内侧的两个安装位构成第二安装位,用于在单线箱梁架设时支撑箱梁。其中,图7(a)和图7(b)为架设双线箱梁时支撑顶32在第二下横梁31处的支撑位置;图8为架设单线箱梁时支撑顶32在第二下横梁31处的支撑位置。由此,支撑顶32位置的改变,能够实现满足单、双线架设的需求,确保施工安全。In this embodiment, the support top 32 is a support oil cylinder, which is connected or inserted at the installation position through high-strength bolts. As shown in Figures 7 and 8, in the length direction of the second lower beam 31, there are four installation positions, and the two outer installation positions constitute the first installation position, which is used to support the box girder when the double-line box girder is erected. , and the two installation positions on the inner side constitute the second installation position, which is used to support the box girder when the single-line box girder is erected. 7(a) and 7(b) are the supporting positions of the support top 32 at the second lower beam 31 when the double-line box girder is erected; Support position at 31. Therefore, the change of the position of the support roof 32 can meet the requirements of single-line and double-line erection, and ensure the safety of construction.

可选地,所述后支腿组件7包括第三下横梁71,所述第三下横梁71的两端适于伸缩以调节所述第三下横梁71的长度。Optionally, the rear outrigger assembly 7 includes a third lower beam 71 , and both ends of the third lower beam 71 are adapted to expand and contract to adjust the length of the third lower beam 71 .

本实施例中,第三下横梁71包括固定段和伸缩段,固定段的两端设有槽结构,槽结构中设有油缸,伸缩段的一端伸进槽结构中并与油缸的推杆连接,由此,油缸工作,能够实现伸缩段伸出和缩回槽结构中,由此,实现第三下横梁71伸长和缩短。即如图4(a)所示,当第三下横梁71伸长时,用于支撑双线箱梁;如图5所示当第三下横梁71缩短时,用于支撑单线箱梁。In this embodiment, the third lower beam 71 includes a fixed section and a telescopic section, two ends of the fixed section are provided with a groove structure, an oil cylinder is arranged in the groove structure, and one end of the telescopic section extends into the groove structure and is connected with the push rod of the oil cylinder Therefore, the oil cylinder works, and the expansion and retraction of the telescopic section into the groove structure can be realized, thereby realizing the extension and shortening of the third lower beam 71 . That is, as shown in FIG. 4( a ), when the third lower beam 71 is extended, it is used to support the double-line box girder; as shown in FIG. 5 , when the third lower beam 71 is shortened, it is used to support the single-line box beam.

可选地,所述前支腿组件2包括前支腿22和锚固总成23,所述锚固总成23的一部分与所述支腿滑动连接,所述锚固总成23的另一部分适于与箱梁连接。Optionally, the front leg assembly 2 includes a front leg 22 and an anchor assembly 23, a part of the anchor assembly 23 is slidably connected with the leg, and another part of the anchor assembly 23 is adapted to Box girder connection.

本实施例中,锚固总成23包括滑套231、转向杆232和连接杆233,滑套231套设于前支腿22上,并适于通过销轴固定在前支腿22上,转向杆232一端与滑套231铰接,转向杆232的另一端与连接杆233铰接,连接杆233的下端适于插入箱梁的连接孔中。由此,在过孔操作时,前支腿组件2需要与箱梁固定以支撑机臂1移动,此时,首先解除滑套231与前支腿22之间的锚固,随后向下滑动滑套231从而带动连接杆233下移,直至连接杆233能够插入箱梁的连接孔中,最后调整滑套231和前支腿22的位置,通过插销将前支腿22和滑套231固定在一起。In this embodiment, the anchoring assembly 23 includes a sliding sleeve 231, a steering rod 232 and a connecting rod 233. The sliding sleeve 231 is sleeved on the front outrigger 22 and is suitable for being fixed on the front outrigger 22 through a pin. The steering rod One end of 232 is hinged with the sliding sleeve 231, the other end of the steering rod 232 is hinged with the connecting rod 233, and the lower end of the connecting rod 233 is suitable for being inserted into the connecting hole of the box beam. Therefore, during the through-hole operation, the front outrigger assembly 2 needs to be fixed with the box beam to support the movement of the machine arm 1. At this time, the anchoring between the sliding sleeve 231 and the front outrigger 22 is first released, and then the sliding sleeve is slid downward. 231 thereby drives the connecting rod 233 to move down until the connecting rod 233 can be inserted into the connecting hole of the box girder, and finally adjust the position of the sliding sleeve 231 and the front leg 22, and fix the front leg 22 and the sliding sleeve 231 together by the bolt.

箱梁架设设备在使用时,通常与运梁车9组成运架设备,运梁车9的形式有多种,其既可以为单体运梁车,通过两个驮运台车实现箱梁位置的调整,便于前起重小车61和后起重小车62起吊箱梁;其也可以为分体式运梁车,当运梁车9为分体式运梁车时,其包括前运梁车92和后运梁车91,其中,前运梁车92和后运梁车91中的一个具有自带动力的轮组,能够自主行走;同时,前运梁车92和后运梁车91上各设有一个驮运台车,由此,实现箱梁位置的调整,便于前起重小车61和后起重小车62起吊箱梁。When the box girder erection equipment is in use, it is usually combined with the beam transport vehicle 9 to form a frame transport device. There are many forms of the beam transport vehicle 9. It can be a single beam transport vehicle, and the position of the box beam can be realized by two load-carrying trolleys. The adjustment is convenient for the front lifting trolley 61 and the rear lifting trolley 62 to lift the box beam; it can also be a split beam transporter, when the beam transporter 9 is a split beam transporter, it includes the front beam transporter 92 and The rear beam transporting vehicle 91, wherein one of the front beam transporting vehicle 92 and the rear beam transporting vehicle 91 has a wheel set with its own power and can walk independently; There is a piggyback trolley, thereby realizing the adjustment of the position of the box girder, which is convenient for the front lifting trolley 61 and the rear lifting trolley 62 to lift the box girder.

本实施例中,采用单体运梁车时,运梁车9运行到箱梁架设设备的下方,运梁车9可以通过前起重小车61和设置在运梁车9上的驮梁台车同步运梁前行,使箱梁后吊点的位置更靠近中支腿组件4。采用分体式运梁车,成本较单体运梁车降低不少,但由于前运梁车92和后运梁车91并拢之后,箱梁后吊点的位置距离中支腿组件4较远,故后起重小车62取梁之前需要后支腿组件7踩在运梁车9上,避免架桥机因稳定性不足,有向后倾覆的可能。In this embodiment, when a single beam transporter is used, the beam transporter 9 runs below the box girder erection equipment. Move the girder forward synchronously, so that the position of the rear suspension point of the box girder is closer to the middle outrigger assembly 4 . The cost of the split beam transporter is much lower than that of the single beam transporter. However, since the front beam transporter 92 and the rear beam transporter 91 are close together, the position of the rear lifting point of the box girder is far from the middle outrigger assembly 4 . Therefore, before the rear hoisting trolley 62 takes the beam, the rear outrigger assembly 7 needs to be stepped on the beam transporting vehicle 9, so as to avoid the possibility of the bridge erecting machine from overturning backward due to insufficient stability.

本实施例中,运梁车9的车体具有窄式和宽式两种轮组安装位,以分别适应单、双线箱梁的架设工况。同时,本实施例中,机臂1采用单梁的结构形式。辅助支腿组件3、中支腿组件4和后支腿组件7均通过各自的变形能够满足单、双线箱梁的架设需求,即,辅助支腿组件3的第二下横梁31通过两个支撑顶32的位置改变满足单、双线箱梁的架设;中支腿组件4通过两个中支腿43的位置改变以及更换合适的第一下横梁44满足单、双线箱梁的架设,后支腿组件7的第三下横梁71通过伸缩满足单、双线箱梁的架设。由此,本实施例的箱梁架设设备和运梁车9配套组成的运架设备一机两用,解决250公里时速客运双线和单线箱梁架设问题,尤其是在西南地区山岭地段满足通过双线隧道及出隧道口架梁的要求。In this embodiment, the body of the beam transporting vehicle 9 has two types of wheel set installation positions, the narrow type and the wide type, respectively to adapt to the erection conditions of the single-line box girder and the double-line box girder. Meanwhile, in this embodiment, the machine arm 1 adopts the structure form of a single beam. The auxiliary outrigger assembly 3 , the middle outrigger assembly 4 and the rear outrigger assembly 7 can meet the erection requirements of single- and double-line box beams through their respective deformations, that is, the second lower beam 31 of the auxiliary outrigger assembly 3 passes through two The position change of the support top 32 satisfies the erection of single- and double-line box girder; the middle outrigger assembly 4 satisfies the erection of the single- and double-line box girder by changing the position of the two middle outriggers 43 and replacing a suitable first lower beam 44, The third lower beam 71 of the rear outrigger assembly 7 can meet the erection of single-line and double-line box girder through expansion and contraction. Therefore, the box girder erection equipment of the present embodiment and the frame transporting equipment composed of the beam transporting vehicle 9 are used for two purposes, which solves the problem of double-line and single-line box girder erection for passenger transportation at a speed of 250 kilometers per hour, especially in the mountainous areas of the southwest region. Requirements for double-track tunnels and tunnel exit beams.

箱梁架设设备在架设箱梁时,包括如下步骤:The box girder erection equipment includes the following steps when erecting the box girder:

步骤1、所述箱梁架设设备移动至架设位置,运梁车9运输箱梁进入所述箱梁架设设备的下方;Step 1, the box girder erection equipment is moved to the erection position, and the beam transport vehicle 9 transports the box girder into the lower part of the box girder erection device;

步骤2、运梁车9调整箱梁的位置直至箱梁位于前起重小车61的取梁位置;前起重小车61取梁后,前起重小车61和运梁车9共同调整箱梁的位置直至箱梁位于后起重小车62的取梁位置;Step 2, the beam transporter 9 adjusts the position of the box beam until the box beam is located at the beam-taking position of the front hoisting trolley 61; position until the box girder is located at the beam taking position of the rear hoist trolley 62;

步骤3、后支腿组件7支撑在运梁车9上,后起重小车62取梁后,前起重小车61和后起重小车62吊运箱梁至落梁位置并落梁,完成一孔箱梁的架设。Step 3. The rear outrigger assembly 7 is supported on the beam transporter 9. After the rear lifting trolley 62 takes the beam, the front lifting trolley 61 and the rear lifting trolley 62 lift the box beam to the beam drop position and drop the beam to complete a step. Erection of hole box girder.

本发明的另一目的在于提供一种箱梁架设设备的过孔方法,采用如上所述的箱梁架设设备,包括如下步骤:Another object of the present invention is to provide a through-hole method for box girder erection equipment, using the above box girder erection device, comprising the following steps:

步骤1、如图9所示,所述箱梁架设设备架设一孔箱梁后,所述箱梁架设设备的前支腿组件2与箱梁和/或桥墩固定,所述箱梁架设设备的后支腿组件7支撑在箱梁上;Step 1. As shown in FIG. 9, after the box girder erection equipment erects a hole box girder, the front leg assembly 2 of the box girder erection device is fixed with the box girder and/or the bridge pier, and the box girder erection device is The rear outrigger assembly 7 is supported on the box beam;

步骤2、如图10-12所示,所述箱梁架设设备的中支腿组件4腾空,所述中支腿组件4与所述箱梁架设设备的起重总成6连接,所述起重总成6驱动所述中支腿组件4在所述箱梁架设设备的机臂1上朝向所述后支腿组件7移动直至支撑位置,所述中支腿组件4支撑在箱梁上,所述后支腿组件7腾空;Step 2. As shown in Figures 10-12, the middle outrigger assembly 4 of the box girder erection equipment is vacated, and the middle outrigger leg assembly 4 is connected to the hoisting assembly 6 of the box girder erection device. The heavy assembly 6 drives the middle outrigger assembly 4 to move toward the rear outrigger assembly 7 on the arm 1 of the box girder erection equipment until the supporting position, and the middle outrigger assembly 4 is supported on the box girder, The rear outrigger assembly 7 is vacated;

步骤3、如图13所示,所述中支腿组件4驱动整机移动至过孔位置,所述箱梁架设设备的辅助支腿组件3支撑在桥墩上,所述后支腿组件7支撑在箱梁上;Step 3. As shown in Figure 13, the middle outrigger assembly 4 drives the whole machine to move to the position of the via hole, the auxiliary outrigger assembly 3 of the box girder erection equipment is supported on the bridge pier, and the rear outrigger assembly 7 is supported on the box girder;

步骤4、如图14所示,所述中支腿组件4腾空,所述中支腿组件4与所述起重总成6连接,所述起重总成6驱动所述中支腿组件4在所述机臂1上朝向所述前支腿组件2移动直至支撑位置,所述中支腿组件4支撑在箱梁上;Step 4. As shown in FIG. 14 , the middle outrigger assembly 4 is vacated, the middle outrigger assembly 4 is connected with the lifting assembly 6 , and the lifting assembly 6 drives the middle outrigger assembly 4 Move toward the front outrigger assembly 2 on the machine arm 1 until the support position, and the middle outrigger assembly 4 is supported on the box girder;

步骤5、如图15所示,所述前支腿组件2与箱梁和/或桥墩解除固定,所述前支腿组件2在所述机臂1上朝向所述辅助支腿组件3移动直至支撑位置,所述前支腿组件2支撑在桥墩上;Step 5. As shown in FIG. 15 , the front outrigger assembly 2 is released from the box girder and/or the bridge pier, and the front outrigger assembly 2 moves toward the auxiliary outrigger assembly 3 on the machine arm 1 until In the support position, the front outrigger assembly 2 is supported on the bridge pier;

步骤6、如图16所示,所述后支腿组件7翻折收拢,所述箱梁架设设备进行下一孔箱梁架设。Step 6. As shown in FIG. 16 , the rear outrigger assembly 7 is folded and folded, and the box girder erection equipment is used to erect the next hole of the box girder.

本发明的再一目的在于提供一种箱梁架设设备的过隧方法,采用如上所述的箱梁架设设备,包括如下步骤:Another object of the present invention is to provide a method for crossing the tunnel of the box girder erection equipment, using the above box girder erection equipment, comprising the following steps:

步骤a、如图17所示,运梁车9安装托架8后驶入所述箱梁架设设备的下方,所述箱梁架设设备的后支腿组件7翻折支撑在箱梁上;Step a, as shown in Figure 17, the beam transporter 9 drives into the bottom of the box girder erection equipment after installing the bracket 8, and the rear outrigger assembly 7 of the box girder erection device is folded and supported on the box girder;

步骤b、如图18所示,所述箱梁架设设备的前支腿组件2和所述箱梁架设设备的辅助支腿组件3在所述箱梁架设设备的机臂1上移动至指定位置;所述箱梁架设设备的中支腿组件4腾空,所述中支腿组件4与所述箱梁架设设备的起重总成6连接,所述起重总成6驱动所述中支腿组件4在所述机臂1上朝向所述前支腿组件2移动直至指定位置;Step b. As shown in Figure 18, the front outrigger assembly 2 of the box girder erection equipment and the auxiliary leg assembly 3 of the box girder erection device are moved to the designated position on the arm 1 of the box girder erection device. ; The middle outrigger assembly 4 of the box girder erection equipment is vacated, and the middle outrigger assembly 4 is connected with the hoisting assembly 6 of the box girder erection device, and the hoisting assembly 6 drives the middle outrigger The assembly 4 moves toward the front outrigger assembly 2 on the arm 1 until the designated position;

步骤c、如图19、20所示,所述运梁车9移动至驮运位置,所述中支腿组件4和所述后支腿组件7交替下降至驮运高度,所述机臂1支撑在所述托架8上;Step c, as shown in Figures 19 and 20, the beam transporter 9 is moved to the piggybacking position, the middle outrigger assembly 4 and the rear outrigger assembly 7 are alternately lowered to the piggyback height, and the machine arm 1 supported on the bracket 8;

步骤d、如图21所示,所述中支腿组件4旋转至过隧位置,所述辅助支腿组件3、所述前支腿组件2和所述后支腿组件7腾空,所述运梁车9驱动所述箱梁架设设备通过隧道。Step d, as shown in FIG. 21, the middle outrigger assembly 4 is rotated to the tunnel-passing position, the auxiliary outrigger assembly 3, the front outrigger assembly 2 and the rear outrigger assembly 7 are vacated, and the transport The girder car 9 drives the box girder erection equipment through the tunnel.

当运梁车9为分体式运梁车9时,在步骤1中,前运梁车92先驶入前支腿组件2和后支腿组件7之间,由此,避免后支腿73支撑箱梁后,前运梁车92无法驶入,影响后续操作。在步骤S3中,前起重小车61后退吊运前运梁车92前行至转换支撑位置,整机由中支腿组件4和后支腿组件7支撑交替降低,直至机臂1支撑在前运梁车92的托架8上,后支腿组件7翻折收拢,后运梁车91驶入前支腿组件2和后支腿组件7之间,后支腿组件7再次翻折支撑,后运梁车91先推送前运梁车92至前驮运位置,再后退运行至后驮运位置,最后中支腿43和后支腿73交替下降至过隧道驮运高度,整机支撑在前运梁车92和后运梁车91的托架8上。When the beam transporter 9 is a split beam transporter 9, in step 1, the front beam transporter 92 first drives between the front outrigger assembly 2 and the rear outrigger assembly 7, thereby preventing the rear outrigger 73 from supporting After the box girder is installed, the front girder transport vehicle 92 cannot drive in, which affects subsequent operations. In step S3, the front hoisting trolley 61 moves backwards to lift the front beam transporting vehicle 92 to the switching support position, and the whole machine is supported by the middle outrigger assembly 4 and the rear outrigger assembly 7 to lower alternately until the machine arm 1 is supported on the front On the bracket 8 of the beam transporter 92, the rear outrigger assembly 7 is folded and folded, the rear beam transporter 91 is driven between the front outrigger assembly 2 and the rear outrigger assembly 7, and the rear outrigger assembly 7 is folded and supported again, The rear beam transporter 91 first pushes the front beam transporter 92 to the front loading position, and then runs backward to the rear loading position, and finally the middle outriggers 43 and the rear outriggers 73 alternately descend to the loading height of the tunnel. On the brackets 8 of the front beam transporter 92 and the rear beam transporter 91 .

在步骤d中,中支腿组件4旋转至过隧位置是指,中支腿组件4的第一上横梁42绕着悬挂总成41旋转,第一上横梁42带动中支腿43以及第一下横梁44相对于机臂1绕竖直方向轴线转动,直至两个中支腿43能够顺利穿过隧道。In step d, the rotation of the middle outrigger assembly 4 to the tunnel-passing position means that the first upper beam 42 of the middle outrigger assembly 4 rotates around the suspension assembly 41 , and the first upper beam 42 drives the middle outrigger 43 and the first upper beam 42 . The lower beam 44 rotates relative to the machine arm 1 around the vertical axis until the two middle legs 43 can pass through the tunnel smoothly.

本发明的箱梁架设设备配合分体式运梁车9出隧道架设时,包括以下步骤:When the box girder erection equipment of the present invention cooperates with the split beam transport vehicle 9 to be erected out of the tunnel, the following steps are included:

步骤1、前运梁车92行驶出隧道,中支腿43旋转回中;Step 1. The front beam transporter 92 drives out of the tunnel, and the middle outrigger 43 rotates back to the center;

步骤2、前运梁车92后退,定位中支腿组件4在箱梁上的支撑位置,前支腿组件2和辅助支腿组件3回退至桥墩上方;Step 2. The front beam transporter 92 is moved back to locate the support position of the middle outrigger assembly 4 on the box girder, and the front outrigger assembly 2 and the auxiliary leg assembly 3 are retracted to the top of the bridge pier;

步骤3、中支腿组件4和后支腿组件7支撑交替顶升,前运梁车92行驶至支撑转换位置并支撑,托架8自顶升至高位,后支腿组件7翻折收拢;Step 3. The middle outrigger assembly 4 and the rear outrigger assembly 7 are supported and jacked up alternately, the front beam transporter 92 is driven to the support conversion position and supported, the bracket 8 is raised from the jack to a high position, and the rear outrigger assembly 7 is folded and folded;

步骤4、后运梁车91后退至后支腿组件7的下方,后支腿组件7向下翻折支撑并固定在运梁车9上,前起重小车61与中支腿组件4锁定;Step 4. The rear beam transporting vehicle 91 retreats to the bottom of the rear outrigger assembly 7, the rear outrigger assembly 7 is folded down to be supported and fixed on the beam transporting vehicle 9, and the front lifting trolley 61 is locked with the middle outrigger assembly 4;

步骤5、后运梁车91驱动整机过孔,前起重小车61带动中支腿43同步后退;Step 5. The rear beam transporter 91 drives the whole machine through holes, and the front hoisting trolley 61 drives the middle outriggers 43 to retreat synchronously;

步骤6、辅助支腿组件3、中支腿组件4支撑在箱梁上,前支腿组件2自走行到前方桥墩上;Step 6. The auxiliary outrigger assembly 3 and the middle outrigger assembly 4 are supported on the box girder, and the front outrigger assembly 2 is self-propelled to the front bridge pier;

步骤7、中支腿组件4和前支腿组件2交替顶升至架梁高度。后支腿73翻折收拢,运梁车9退出。准备架梁。Step 7. The middle outrigger assembly 4 and the front outrigger assembly 2 are alternately jacked up to the height of the frame beam. The rear outriggers 73 are folded and folded, and the beam transporter 9 is withdrawn. Prepare the girder.

虽然本公开披露如上,但本公开的保护范围并非仅限于此。本领域技术人员在不脱离本公开的精神和范围的前提下,可进行各种变更与修改,这些变更与修改均将落入本发明的保护范围。Although the present disclosure is disclosed above, the scope of protection of the present disclosure is not limited thereto. Those skilled in the art can make various changes and modifications without departing from the spirit and scope of the present disclosure, and these changes and modifications will all fall into the protection scope of the present invention.

Claims (11)

1.一种箱梁架设设备,其特征在于,包括:1. a box girder erection equipment, is characterized in that, comprises: 机臂(1),Arm (1), 支腿总成,其包括前支腿组件(2)和中支腿组件(4),所述前支腿组件(2)和所述中支腿组件(4)适于与所述机臂(1)滑动连接,所述前支腿组件(2)还适于与箱梁和/或桥墩连接;An outrigger assembly comprising a front outrigger assembly (2) and a middle outrigger assembly (4), the front outrigger assembly (2) and the middle outrigger assembly (4) being adapted to be combined with the machine arm ( 1) sliding connection, the front outrigger assembly (2) is also suitable for connection with the box girder and/or the bridge pier; 起重总成(6),其移动式设置于所述机臂(1)上,用于起吊箱梁;所述起重总成(6)适于与所述中支腿组件(4)连接以驱动所述中支腿组件(4)在所述机臂(1)上移动;A hoisting assembly (6), which is movably arranged on the machine arm (1) for hoisting the box girder; the hoisting assembly (6) is adapted to be connected with the middle outrigger assembly (4) to drive the middle outrigger assembly (4) to move on the machine arm (1); 走行组件(5),其设置于所述中支腿组件(4)的下端,所述走行组件(5)适于通过所述中支腿组件(4)驱动所述机臂(1)移动。A traveling assembly (5) is provided at the lower end of the middle outrigger assembly (4), and the traveling assembly (5) is adapted to drive the machine arm (1) to move through the middle outrigger assembly (4). 2.根据权利要求1所述的箱梁架设设备,其特征在于,所述中支腿组件(4)适于相对于所述机臂(1)绕竖直方向轴线转动以调节所述中支腿组件(4)在所述机臂(1)宽度方向上的垂直距离。2. The box girder erecting equipment according to claim 1, wherein the middle outrigger assembly (4) is adapted to rotate about a vertical axis relative to the machine arm (1) to adjust the middle outrigger The vertical distance of the leg assembly (4) in the width direction of the machine arm (1). 3.根据权利要求1所述的箱梁架设设备,其特征在于,所述中支腿组件(4)包括第一下横梁(44),所述走行组件(5)包括车架(51)、车轮(52)和动力装置(53),所述车架(51)与所述第一下横梁(44)活动连接,所述车轮(52)安装于所述车架(51)上,所述动力装置(53)安装于所述车架(51)上且与所述车轮(52)驱动连接。3. The box girder erection equipment according to claim 1, characterized in that, the middle outrigger assembly (4) comprises a first lower beam (44), and the running assembly (5) comprises a vehicle frame (51), A wheel (52) and a power unit (53), the frame (51) is movably connected with the first lower beam (44), the wheel (52) is mounted on the frame (51), the A power unit (53) is mounted on the frame (51) and is drivingly connected with the wheel (52). 4.根据权利要求1所述的箱梁架设设备,其特征在于,所述起重总成(6)包括前起重小车(61)和后起重小车(62),所述前起重小车(61)和所述后起重小车(62)移动式设置在所述机臂(1)上,所述前起重小车(61)和/或所述后起重小车(62)适于与所述中支腿组件(4)连接以驱动所述中支腿组件(4)在所述机臂(1)上移动。4. The box girder erection equipment according to claim 1, wherein the lifting assembly (6) comprises a front lifting trolley (61) and a rear lifting trolley (62), the front lifting trolley (61) and the rear lifting trolley (62) are movably arranged on the machine arm (1), the front lifting trolley (61) and/or the rear lifting trolley (62) are adapted to cooperate with The middle outrigger assembly (4) is connected to drive the middle outrigger assembly (4) to move on the machine arm (1). 5.根据权利要求4所述的箱梁架设设备,其特征在于,所述中支腿组件(4)包括悬挂总成(41),所述悬挂总成(41)上安装有油缸插销(411),所述前起重小车(61)或所述后起重小车(62)上安装有插销支座(63),所述油缸插销(411)适于与所述插销支座(63)插接。5 . The box girder erection equipment according to claim 4 , wherein the middle outrigger assembly ( 4 ) comprises a suspension assembly ( 41 ), and an oil cylinder pin ( 411 ) is installed on the suspension assembly ( 41 ). ), a plug support (63) is installed on the front trolley (61) or the rear hoist (62), and the cylinder plug (411) is adapted to be inserted into the plug support (63) catch. 6.根据权利要求1至5中任一项所述的箱梁架设设备,其特征在于,所述支腿总成还包括辅助支腿组件(3)和后支腿组件(7),沿着所述机臂(1)的长度方向,所述辅助支腿组件(3)、所述前支腿组件(2)、所述中支腿组件(4)和所述后支腿组件(7)依次设置;所述辅助支腿组件(3)、所述前支腿组件(2)、所述中支腿组件(4)和所述后支腿组件(7)适于伸缩以调节自身的高度,所述前支腿组件(2)和所述辅助支腿组件(3)适于沿着所述机臂(1)滑动,所述后支腿组件(7)适于相对于所述机臂(1)翻折。6. The box girder erection equipment according to any one of claims 1 to 5, wherein the outrigger assembly further comprises an auxiliary outrigger assembly (3) and a rear outrigger assembly (7), along the The length direction of the machine arm (1), the auxiliary outrigger assembly (3), the front outrigger assembly (2), the middle outrigger assembly (4) and the rear outrigger assembly (7) Arranged in sequence; the auxiliary outrigger assembly (3), the front outrigger assembly (2), the middle outrigger assembly (4) and the rear outrigger assembly (7) are adapted to be telescopic to adjust their height , the front outrigger assembly (2) and the auxiliary outrigger assembly (3) are adapted to slide along the machine arm (1), and the rear outrigger assembly (7) is adapted to be relative to the machine arm (1) Turn over. 7.根据权利要求6所述的箱梁架设设备,其特征在于,所述辅助支腿组件(3)包括第二下横梁(31)和支撑顶(32),所述第二下横梁(31)上设有至少三个安装位,两个所述支撑顶(32)分别适于安装在两个安装位处。7. The box girder erection equipment according to claim 6, wherein the auxiliary leg assembly (3) comprises a second lower beam (31) and a support top (32), the second lower beam (31) ) are provided with at least three installation positions, and the two support tops (32) are respectively suitable for being installed at the two installation positions. 8.根据权利要求6所述的箱梁架设设备,其特征在于,所述后支腿组件(7)包括第三下横梁(71),所述第三下横梁(71)的两端适于伸缩以调节所述第三下横梁(71)的长度。8. The box girder erection equipment according to claim 6, characterized in that, the rear outrigger assembly (7) comprises a third lower beam (71), and both ends of the third lower beam (71) are adapted to Telescopic to adjust the length of the third lower beam (71). 9.根据权利要求6所述的箱梁架设设备,其特征在于,所述前支腿组件(2)包括前支腿(22)和锚固总成(23),所述锚固总成(23)的一部分与所述支腿滑动连接,所述锚固总成(23)的另一部分适于与箱梁连接。9. The box girder erection equipment according to claim 6, wherein the front leg assembly (2) comprises a front leg (22) and an anchoring assembly (23), the anchoring assembly (23) A part of the anchoring assembly (23) is slidably connected with the outrigger, and the other part of the anchoring assembly (23) is adapted to be connected with the box beam. 10.一种箱梁架设设备的过孔方法,采用如权利要求1-9中任一项所述的箱梁架设设备,包括如下步骤:10. A via method for a box girder erection device, using the box girder erection device as claimed in any one of claims 1-9, comprising the steps: 步骤1、所述箱梁架设设备架设一孔箱梁后,所述箱梁架设设备的前支腿组件(2)与箱梁和/或桥墩固定,所述箱梁架设设备的后支腿组件(7)支撑在箱梁上;Step 1. After the box girder erection device erects a hole box girder, the front leg assembly (2) of the box girder erection device is fixed to the box girder and/or the pier, and the rear leg assembly of the box girder erection device (7) Supported on the box girder; 步骤2、所述箱梁架设设备的中支腿组件(4)腾空,所述中支腿组件(4)与所述箱梁架设设备的起重总成(6)连接,所述起重总成(6)驱动所述中支腿组件(4)在所述箱梁架设设备的机臂(1)上朝向所述后支腿组件(7)移动直至支撑位置,所述中支腿组件(4)支撑在箱梁上,所述后支腿组件(7)腾空;Step 2. The middle outrigger assembly (4) of the box girder erection equipment is vacated, and the middle outrigger leg assembly (4) is connected with the hoisting assembly (6) of the box girder erection device. To (6) drive the middle outrigger assembly (4) to move toward the rear outrigger assembly (7) on the arm (1) of the box girder erection equipment until the supporting position, and the middle outrigger assembly ( 4) Supported on the box girder, the rear outrigger assembly (7) is vacated; 步骤3、所述中支腿组件(4)驱动所述机臂移动至过孔位置,所述箱梁架设设备的辅助支腿组件(3)支撑在桥墩上,所述后支腿组件(7)支撑在箱梁上;Step 3. The middle outrigger assembly (4) drives the machine arm to move to the position of the through hole, the auxiliary outrigger assembly (3) of the box girder erection equipment is supported on the bridge pier, and the rear outrigger assembly (7) ) supported on the box girder; 步骤4、所述中支腿组件(4)腾空,所述中支腿组件(4)与所述起重总成(6)连接,所述起重总成(6)驱动所述中支腿组件(4)在所述机臂(1)上朝向所述前支腿组件(2)移动直至支撑位置,所述中支腿组件(4)支撑在箱梁上;Step 4. The middle outrigger assembly (4) is vacated, the middle outrigger assembly (4) is connected with the hoisting assembly (6), and the hoisting assembly (6) drives the middle outrigger The assembly (4) is moved on the machine arm (1) towards the front outrigger assembly (2) to a support position, and the middle outrigger assembly (4) is supported on the box beam; 步骤5、所述前支腿组件(2)与箱梁和/或桥墩解除固定,所述前支腿组件(2)在所述机臂(1)上朝向所述辅助支腿组件(3)移动直至支撑位置,所述前支腿组件(2)支撑在桥墩上;Step 5. The front outrigger assembly (2) is released from the box girder and/or the bridge pier, and the front outrigger assembly (2) faces the auxiliary outrigger assembly (3) on the machine arm (1). Move to the support position, the front outrigger assembly (2) is supported on the bridge pier; 步骤6、所述后支腿组件(7)翻折收拢,所述箱梁架设设备进行下一孔箱梁架设。Step 6. The rear outrigger assembly (7) is folded and folded, and the box girder erection equipment is used to erect the next hole of the box girder. 11.一种箱梁架设设备的过隧方法,采用如权利要求1-9中任一项所述的箱梁架设设备,包括如下步骤:11. A tunnel crossing method of a box girder erection device, using the box girder erection device as claimed in any one of claims 1-9, comprising the steps: 步骤a、运梁车(9)安装托架(8)后驶入所述箱梁架设设备的下方,所述箱梁架设设备的后支腿组件(7)翻折支撑在箱梁上;In step a, the beam transporter (9) drives into the bottom of the box girder erection equipment after installing the bracket (8), and the rear outrigger assembly (7) of the box girder erection device is folded and supported on the box girder; 步骤b、所述箱梁架设设备的前支腿组件(2)和所述箱梁架设设备的辅助支腿组件(3)在所述箱梁架设设备的机臂(1)上移动至指定位置;所述箱梁架设设备的中支腿组件(4)腾空,所述中支腿组件(4)与所述箱梁架设设备的起重总成(6)连接,所述起重总成(6)驱动所述中支腿组件(4)在所述机臂(1)上朝向所述前支腿组件(2)移动直至指定位置;Step b. The front outrigger assembly (2) of the box girder erection equipment and the auxiliary leg assembly (3) of the box girder erection device are moved to the designated position on the arm (1) of the box girder erection device The middle outrigger assembly (4) of the box girder erection equipment is vacated, and the middle outrigger assembly (4) is connected with the hoisting assembly (6) of the box girder erection device, and the hoisting assembly ( 6) Drive the middle outrigger assembly (4) to move toward the front outrigger assembly (2) on the machine arm (1) until the designated position; 步骤c、所述运梁车(9)移动至驮运位置,所述中支腿组件(4)和所述后支腿组件(7)交替下降至驮运高度,所述机臂(1)支撑在所述托架(8)上;Step c, the beam transporter (9) is moved to the piggyback position, the middle outrigger assembly (4) and the rear outrigger assembly (7) are alternately lowered to the piggyback height, and the machine arm (1) supported on the bracket (8); 步骤d、所述中支腿组件(4)旋转至过隧位置,所述辅助支腿组件(3)、所述前支腿组件(2)和所述后支腿组件(7)腾空,所述运梁车(9)驱动所述箱梁架设设备通过隧道。In step d, the middle outrigger assembly (4) is rotated to the tunnel-passing position, the auxiliary outrigger assembly (3), the front outrigger assembly (2) and the rear outrigger assembly (7) are vacated, so The beam transport vehicle (9) drives the box beam erection equipment to pass through the tunnel.
CN202011059087.1A 2020-09-30 2020-09-30 A kind of box girder erection equipment, through-hole method and tunnel-through method Pending CN112064515A (en)

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CN113233343A (en) * 2021-06-02 2021-08-10 中铁工程机械研究设计院有限公司 Erection equipment, erection method and method for preventing plane from being too high or too low
CN114753264A (en) * 2022-03-07 2022-07-15 中铁工程机械研究设计院有限公司 Dual-mode bridge girder erection machine and span-variable girder erection method
CN115976981A (en) * 2022-12-15 2023-04-18 中铁工程机械研究设计院有限公司 Outrigger mechanism and bridge erecting machine in bridge erecting machine
CN119754181A (en) * 2025-03-07 2025-04-04 中铁工程机械研究设计院有限公司 Single main beam ultra-low position double span beam erection construction equipment and construction method

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Publication number Priority date Publication date Assignee Title
CN113233343A (en) * 2021-06-02 2021-08-10 中铁工程机械研究设计院有限公司 Erection equipment, erection method and method for preventing plane from being too high or too low
CN114753264A (en) * 2022-03-07 2022-07-15 中铁工程机械研究设计院有限公司 Dual-mode bridge girder erection machine and span-variable girder erection method
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CN115976981A (en) * 2022-12-15 2023-04-18 中铁工程机械研究设计院有限公司 Outrigger mechanism and bridge erecting machine in bridge erecting machine
CN119754181A (en) * 2025-03-07 2025-04-04 中铁工程机械研究设计院有限公司 Single main beam ultra-low position double span beam erection construction equipment and construction method
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