CN207987778U - Guide girder machine with rotatable middle nose girder supporting leg - Google Patents
Guide girder machine with rotatable middle nose girder supporting leg Download PDFInfo
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Abstract
本实用新型涉及桥梁机械技术领域,尤其涉及一种具有可旋转的中导梁支腿的导梁机。本实用新型的具有可旋转的中导梁支腿的导梁机,包括导梁主梁和中导梁支腿,中导梁支腿可移动地与导梁主梁连接,使中导梁支腿可沿导梁主梁的长度方向移动;中导梁支腿包括中下节柱,中下节柱位于中导梁支腿的底端,中下节柱能够旋转以改变中下节柱与导梁主梁在水平方向的夹角。本实用新型的具有可旋转的中导梁支腿的导梁机,其中导梁支腿能够相对于导梁主梁转动,以满足曲线架梁需求。
The utility model relates to the technical field of bridge machinery, in particular to a beam guiding machine with rotatable middle guiding beam legs. The beam guide machine with rotatable middle guide beam legs of the utility model comprises the main beam of the guide beam and the middle guide beam legs, the middle guide beam legs are movably connected with the guide beam main beam, so that the middle guide beam legs can Move along the length direction of the main beam of the guide beam; the legs of the middle guide beam include the middle and lower section columns, which are located at the bottom of the legs of the middle guide beam, and the middle and lower section columns can be rotated to change the relationship between the middle and lower section columns and the guide beam The included angle of the main girder in the horizontal direction. The beam guide machine of the utility model has rotatable middle guide beam legs, wherein the guide beam legs can rotate relative to the guide beam main beam, so as to meet the requirements of curved beam erection.
Description
技术领域technical field
本实用新型涉及桥梁机械技术领域,尤其涉及一种具有可旋转的中导梁支腿的导梁机。The utility model relates to the technical field of bridge machinery, in particular to a beam guiding machine with rotatable middle guiding beam legs.
背景技术Background technique
运架一体机能用于在混凝土梁场吊运客运专线混凝土箱梁,并能够在桥位架设混凝土箱梁。现有的运架一体机主要包括运梁机和导梁机两部分,运梁机用于吊运导梁机和混凝土箱梁,导梁机用于引导运梁机吊放混凝土箱梁。The integrated frame transporter can be used for hoisting and transporting concrete box girders of passenger dedicated lines in concrete beam yards, and can erect concrete box girders at bridge positions. The existing all-in-one machine for transporting frames mainly includes two parts: a beam transporting machine and a beam guiding machine. The beam transporting machine is used for hoisting and transporting the beam guiding machine and the concrete box girder, and the beam guiding machine is used for guiding the beam transporting machine to lift the concrete box girder.
与传统的运架设备相比,运架一体机具有施工速度快,机动灵活,可实现隧道口零距离架桥、在山区中桥隧相连的隧道口架桥无需拆解任何部件,不需要辅助机械和过多人工等优点。Compared with the traditional frame transport equipment, the frame transport integrated machine has fast construction speed and flexible maneuverability, which can realize zero-distance bridge erection at the tunnel entrance, and bridge erection at the tunnel entrance connecting bridges and tunnels in mountainous areas without dismantling any parts and without assistance Advantages of machinery and excessive labor.
现有运架一体机的导梁机的中导梁支腿固定于导梁主梁的中点,仅能够通过旋转前导梁支腿实现前导梁支腿向上收起,而不妨碍导梁主梁的工作。但是,由于中导梁支腿的位置固定,因此,在导梁主梁中点不位于桥墩上方时,中导梁支腿将无法实现对导梁主梁的支撑。同时,中导梁支腿由于位置固定,也无法利用导梁支腿的配合实现导梁机的曲线架梁工况。The legs of the center guide beam of the existing beam guide machine of the integrated frame transporter are fixed at the midpoint of the main beam of the guide beam, and the legs of the front guide beam can only be retracted upward by rotating the legs of the front guide beam without hindering the main beam of the guide beam. work. However, since the position of the legs of the center guide beam is fixed, when the midpoint of the main girder of the guide beam is not located above the pier, the legs of the center guide beam will not be able to support the main girder of the guide beam. At the same time, due to the fixed position of the legs of the middle guide beam, the cooperation of the legs of the guide beam cannot be used to realize the curved beam erecting condition of the beam guide machine.
因此,针对以上不足,需要提供一种中导梁支腿能够相对于导梁主梁转动,以满足曲线架梁需求的的导梁机。Therefore, in view of the above deficiencies, it is necessary to provide a beam guide machine in which the legs of the middle guide beam can rotate relative to the main beam of the guide beam to meet the requirements of curved beam erection.
实用新型内容Utility model content
(一)要解决的技术问题(1) Technical problems to be solved
本实用新型要解决的技术问题是解决现有技术中的导梁机由于中导梁支腿的位置固定,因此,导致导梁机无法满足曲线架梁需求的问题。The technical problem to be solved by the utility model is to solve the problem that the beam guide machine in the prior art cannot meet the requirements of curved beam erection due to the fixed position of the legs of the guide beam in the prior art.
(二)技术方案(2) Technical solution
为了解决上述技术问题,本实用新型提供了一种具有可旋转的中导梁支腿的导梁机,In order to solve the above technical problems, the utility model provides a beam guide machine with rotatable middle guide beam legs,
包括导梁主梁和中导梁支腿,中导梁支腿可移动地与导梁主梁连接,使中导梁支腿可沿导梁主梁的长度方向移动;It includes the main beam of the guide beam and the outriggers of the middle guide beam, the outriggers of the middle guide beam are movably connected with the main beam of the guide beam, so that the outriggers of the middle guide beam can move along the length direction of the main beam of the guide beam;
中导梁支腿包括中下节柱,中下节柱位于中导梁支腿的底端,中下节柱能够旋转以改变中下节柱与导梁主梁在水平方向的夹角。The legs of the middle guide beam include middle and lower section columns, which are located at the bottom of the middle guide beam legs, and the middle and lower section columns can be rotated to change the angle between the middle and lower section columns and the main beam of the guide beam in the horizontal direction.
进一步地,中导梁支腿包括沿竖直方向由上至下依次连接的中上节柱、中中节柱和中下节柱,中上节柱与导梁主梁连接,中中节柱可沿竖直方向相对于中上节柱移动且能够带动中下节柱旋转,中下节柱可向导梁主梁的底面翻转。Further, the legs of the middle guide beam include the upper middle section column, the middle middle section column and the lower middle section column which are sequentially connected from top to bottom in the vertical direction, the upper middle section column is connected with the main beam of the guide beam, and the middle section column It can move relative to the middle and upper section columns in the vertical direction and can drive the middle and lower section columns to rotate, and the middle and lower section columns can turn over the bottom surface of the main girder of the guide beam.
进一步地,中上节柱包括中节连接部和中节旋转部,中节连接部与中节旋转部旋转连接,中节连接部与导梁主梁连接,中节旋转部与中中节柱连接。Further, the upper middle section column includes a middle section connection part and a middle section rotation part, the middle section connection part is connected with the middle section rotation part in rotation, the middle section connection part is connected with the main beam of the guide beam, and the middle section rotation part is connected with the middle section column connect.
进一步地,中下节柱包括两个中下节单元,中下节单元沿导梁主梁的宽度方向竖直设置,并且分别与中节旋转部铰接连接。Further, the middle and lower section columns include two middle and lower section units, which are vertically arranged along the width direction of the main girder of the guide beam, and are respectively hingedly connected to the middle section rotating part.
进一步地,导梁主梁的底面上沿中心线设有中支腿导轨,中导梁支腿通过中轮系与中支腿导轨配合连接于导梁主梁下方。Further, the bottom surface of the main beam of the guide beam is provided with a guide rail of the middle leg along the centerline, and the legs of the middle guide beam are connected to the bottom of the main beam of the guide beam through the cooperation of the middle wheel train and the guide rail of the middle leg.
进一步地,中轮系包括中导向轮,中导向轮设置于中导梁支腿顶部,以使中导向轮与中支腿导轨底面平行地位于中支腿导轨中,并且中导向轮的直径与中支腿导轨的宽度相同。Further, the middle wheel train includes a middle guide wheel, and the middle guide wheel is arranged on the top of the leg of the middle guide beam, so that the middle guide wheel is located in the middle leg guide rail parallel to the bottom surface of the middle leg guide rail, and the diameter of the middle guide wheel is the same as The middle leg rails are the same width.
进一步地,中轮系还包括中反挂轮,中反挂轮设置于中导梁支腿顶部,用于将中导梁支腿与中支腿导轨连接。Further, the middle wheel train also includes a middle anti-hanging wheel, which is arranged on the top of the middle guide beam leg, and is used to connect the middle guide beam leg and the middle leg guide rail.
进一步地,中轮系还包括中支撑轮,中支撑轮设置于中导梁支腿顶部,并且位于中上节柱与导梁主梁的底面之间,以支撑导梁主梁。Further, the middle wheel train also includes a middle support wheel, which is arranged on the top of the leg of the middle guide beam, and is located between the upper middle section column and the bottom surface of the main beam of the guide beam, so as to support the main beam of the guide beam.
进一步地,还包括前导梁支腿,前导梁支腿可移动地设置于导梁主梁上;前导梁支腿包括两根上下滑动柱,上下滑动柱分别竖直设置于前导梁支腿的两端,且,上下滑动柱可沿导梁主梁的宽度方向同步移动;两根上下滑动柱之间的距离大于中导梁支腿的最大宽度。Further, it also includes the front guide beam legs, the front guide beam legs are movably arranged on the guide beam main beam; the front guide beam legs include two up and down sliding columns, and the up and down sliding columns are respectively vertically arranged on the two sides of the front guide beam legs. end, and the up and down sliding columns can move synchronously along the width direction of the main beam of the guide beam; the distance between the two up and down sliding columns is greater than the maximum width of the legs of the middle guide beam.
进一步地,还包括后导梁支腿,后导梁支腿与导梁主梁的后端转动连接,且后导梁支腿能够在竖直面内旋转。Further, the rear guide beam leg is also included, the rear guide beam leg is rotationally connected with the rear end of the guide beam main beam, and the rear guide beam leg can rotate in a vertical plane.
(三)有益效果(3) Beneficial effects
本实用新型的上述技术方案与现有技术相比具有如下优点:Compared with the prior art, the above-mentioned technical solution of the utility model has the following advantages:
本实用新型的具有可旋转的中导梁支腿的导梁机,其中导梁支腿的中下节柱位于中导梁支腿的底端,中下节柱能够旋转以改变中下节柱与导梁主梁在水平方向的夹角,以满足曲线架梁的需求。同时,中导梁支腿还可以沿导梁主梁的长度方向移动,以使中导梁支腿能够支撑导梁主梁的任意位置,以在箱梁架设时配合导梁主梁的移动,顺利完成桥梁架设工作。The beam guide machine with rotatable middle guide beam legs of the utility model, wherein the middle and lower section columns of the guide beam legs are located at the bottom end of the middle guide beam legs, and the middle and lower section columns can be rotated to change the middle and lower section columns The included angle with the main girder of the guide beam in the horizontal direction is to meet the needs of curved girders. At the same time, the legs of the middle guide beam can also move along the length direction of the main beam of the guide beam, so that the legs of the middle guide beam can support any position of the main beam of the guide beam, so as to cooperate with the movement of the main beam of the guide beam when the box girder is erected. The bridge erection work was successfully completed.
附图说明Description of drawings
图1是应用本实用新型实施例具有可旋转的中导梁支腿的导梁机的运架一体机的结构示意图;Fig. 1 is a structural schematic diagram of an all-in-one machine for transporting a frame using a beam guide machine with a rotatable center guide beam leg in an embodiment of the present invention;
图2是本实用新型实施例具有可旋转的中导梁支腿的导梁机的结构示意图;Fig. 2 is a schematic structural view of a beam guide machine with rotatable middle guide beam legs in an embodiment of the present invention;
图3是本实用新型实施例导梁机的中导梁支腿的结构示意图;Fig. 3 is a structural schematic diagram of the middle guide beam support leg of the beam guide machine in the embodiment of the present invention;
图4是本实用新型实施例导梁机的前导梁支腿的左视图;Fig. 4 is the left view of the front guide beam supporting leg of the beam guide machine according to the embodiment of the present invention;
图5是本实用新型实施例导梁机的前导梁支腿的主视图;Fig. 5 is the front view of the front guide beam supporting leg of the beam guide machine according to the embodiment of the present invention;
图6是本实用新型实施例导梁机的后导梁支腿的左视图;Fig. 6 is a left view of the rear guide beam leg of the beam guide machine according to the embodiment of the present invention;
图7是本实用新型实施例导梁机的后导梁支腿的主视图;Fig. 7 is a front view of the rear guide beam leg of the beam guide machine according to the embodiment of the present invention;
图8是本实用新型实施例导梁机的千斤顶支架的结构示意图;Fig. 8 is a schematic structural view of the jack bracket of the beam guide machine according to the embodiment of the present invention;
图9是本实用新型实施例导梁机的多功能台车的结构示意图;Fig. 9 is a schematic structural view of the multifunctional trolley of the beam guide machine according to the embodiment of the present invention;
图10是本实用新型实施例多功能台车的小车的结构示意图;Fig. 10 is a schematic structural view of a trolley of a multifunctional trolley according to an embodiment of the present invention;
图11是本实用新型实施例多功能台车的台车悬挂机构的结构示意图;Fig. 11 is a structural schematic diagram of a trolley suspension mechanism of a multifunctional trolley in an embodiment of the present invention;
图12是本实用新型实施例多功能台车的第三小车的结构示意图;Fig. 12 is a schematic structural view of the third trolley of the multifunctional trolley in the embodiment of the present invention;
图13是本实用新型实施例运架一体机的运梁机的结构示意图;Fig. 13 is a schematic structural view of the beam transporter of the all-in-one frame transporter according to the embodiment of the present invention;
图14是本实用新型实施例运梁机的前行走系统的主视图;Fig. 14 is a front view of the front walking system of the beam transporter according to the embodiment of the present invention;
图15是本实用新型实施例运梁机的前行走系统的左视图;Fig. 15 is a left view of the front walking system of the beam transporter according to the embodiment of the present invention;
图16是本实用新型实施例运梁机的伸缩式运梁支腿的结构示意图;Fig. 16 is a structural schematic diagram of the telescopic beam transporting legs of the beam transporting machine according to the embodiment of the present invention;
图17-31是应用本实用新型实施例具有可旋转的中导梁支腿的导梁机的运架一体机将导梁机安装于架梁工位的方法的工况流程图。Figures 17-31 are working flow charts of the method for installing the beam guide machine at the beam erecting station by using the beam guide machine integrated machine with rotatable middle guide beam legs in the embodiment of the present invention.
具体实施方式Detailed ways
为使本实用新型实施例的目的、技术方案和优点更加清楚,下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例是本实用新型的一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本实用新型保护的范围。In order to make the purpose, technical solutions and advantages of the embodiments of the utility model more clear, the technical solutions in the embodiments of the utility model will be clearly and completely described below in conjunction with the accompanying drawings in the embodiments of the utility model. Obviously, the described The embodiments are some embodiments of the present utility model, but not all embodiments. Based on the embodiments of the present utility model, all other embodiments obtained by persons of ordinary skill in the art without making creative efforts belong to the scope of protection of the present utility model.
在本实用新型实施例中,如图1所示,本实用新型实施例的具有可旋转的中导梁支腿的导梁机应用于运架一体机,其中,运架一体机包括导梁机100和运梁机200,其中,运梁机200用于提吊导梁机100和混凝土箱梁(以下简称“箱梁”),导梁机100辅助运梁机200,以配合实现桥梁架设中的过孔架梁。具体地,运梁机200能够运输导梁机100,并且与导梁机100配合使导梁机100留在架梁工位。运梁机200还能够往返于梁场与架梁工位之间,运输箱梁,并且与导梁机100配合完成箱梁的架设。In the embodiment of the present utility model, as shown in Figure 1, the beam guide machine with rotatable middle guide beam legs in the embodiment of the present utility model is applied to the integrated machine for transporting frames, wherein the integrated machine for transporting frames includes the beam guide machine 100 and a beam transporter 200, wherein the beam transporter 200 is used to lift the guide beam machine 100 and the concrete box girder (hereinafter referred to as "box girder"), and the beam guide machine 100 assists the beam transporter 200 to cooperate in realizing bridge erection. perforated beams. Specifically, the beam transporting machine 200 can transport the beam guiding machine 100, and cooperate with the beam guiding machine 100 to keep the beam guiding machine 100 at the beam erecting station. The beam transport machine 200 can also travel between the beam field and the beam erecting station to transport the box girder, and cooperate with the beam guide machine 100 to complete the erection of the box girder.
如图2所示,本实用新型实施例的具有可旋转的中导梁支腿的导梁机100包括导梁主梁110、前导梁支腿120、中导梁支腿130和后导梁支腿140,前导梁支腿120、中导梁支腿130和后导梁支腿140分别设置于导梁主梁110上。其中,前导梁支腿120和中导梁支腿130分别可沿导梁主梁110的长度方向在导梁主梁110上移动。并且前导梁支腿120始终竖直设置,能够伸出或缩回导梁主梁110的底面。当前导梁支腿120伸出导梁主梁110的底面时,能够支撑导梁主梁110;当前导梁支腿120缩回导梁主梁110的底面时,能够防止其由于接触地面或其他障碍物而阻碍运梁机200运输导梁机100。中导梁支腿130可竖直设置且位于导梁主梁110的下方,也可以在导梁主梁110的前端被前悬挂装置170吊起且吊设于导梁主梁110的前端,并且中导梁支腿130的底面不低于导梁主梁110的底面。当中导梁支腿130位于导梁主梁110的下方时,能够支撑导梁主梁110;当中导梁支腿130被吊设于导梁主梁110的前端时,能够防止中导梁支腿130接触地面或其他障碍物而阻碍运梁机200运输导梁机100。后导梁支腿140与导梁主梁110的后端转动连接,因此,后导梁支腿140能够在竖直面内旋转,以使后导梁支腿140能够垂直设置于导梁主梁110的下方或平行设置于导梁主梁110的后端。当后导梁支腿140竖直设置时,能够支撑导梁主梁110;当后导梁支腿140水平设置时,能够防止阻碍运梁机200运输导梁机100。As shown in Figure 2, the beam guide machine 100 with rotatable middle guide beam legs of the embodiment of the present invention includes a guide beam main beam 110, a front guide beam support leg 120, a middle guide beam support leg 130 and a rear guide beam support The legs 140 , the front guide beam legs 120 , the middle guide beam legs 130 and the rear guide beam legs 140 are respectively arranged on the guide beam main beam 110 . Wherein, the front guide beam leg 120 and the middle guide beam leg 130 can move on the guide beam main beam 110 along the length direction of the guide beam main beam 110 respectively. And the front leading beam leg 120 is always arranged vertically, and can extend or retract the bottom surface of the leading beam main beam 110 . When the front guide beam support leg 120 stretches out the bottom surface of the guide beam main beam 110, it can support the guide beam main beam 110; Obstacles prevent the beam transport machine 200 from transporting the beam guide machine 100 . The middle guide beam support leg 130 can be arranged vertically and is positioned at the below of the guide beam main beam 110, and can also be hoisted by the front suspension device 170 at the front end of the guide beam main beam 110 and be installed on the front end of the guide beam main beam 110, and The bottom surface of the middle guide beam leg 130 is not lower than the bottom surface of the guide beam main beam 110 . When the middle guide beam support leg 130 is located below the guide beam main beam 110, it can support the guide beam main beam 110; when the middle guide beam support leg 130 is suspended at the front end of the guide beam main beam 110, it can prevent the middle guide beam support leg 130 contacts the ground or other obstacles to prevent the beam transport machine 200 from transporting the beam guide machine 100 . The rear guide beam support leg 140 is rotatably connected to the rear end of the guide beam main beam 110, therefore, the rear guide beam support leg 140 can rotate in the vertical plane, so that the rear guide beam support leg 140 can be vertically arranged on the guide beam main beam 110 is disposed below or parallel to the rear end of the guide beam main beam 110 . When the rear guide beam legs 140 are arranged vertically, they can support the guide beam main beam 110; when the rear guide beam legs 140 are arranged horizontally, they can prevent the beam transporter 200 from being hindered from transporting the guide beam machine 100.
需要说明的是,在本实用新型实施例中,导梁主梁110的前端与导梁机100的前端为同一端部,具体的为导梁机100在进行桥梁架设工作时远离运梁机200或者不与运梁机200连接的一端;导梁主梁110的后端与导梁机100的后端为同一端部,具体的为导梁机100在进行桥梁架设工作时靠近运梁机200或者与运梁机200连接的一端。It should be noted that, in the embodiment of the present utility model, the front end of the main girder 110 of the guide beam and the front end of the beam guide machine 100 are the same end, specifically, the beam guide machine 100 is far away from the beam transport machine 200 when performing bridge erection work. Or an end that is not connected with the beam transporter 200; the rear end of the guide beam main girder 110 is the same end as the rear end of the beam guide machine 100, specifically, the beam guide machine 100 is close to the beam transporter 200 when performing bridge erection work. Or an end connected with the beam transporter 200.
本实用新型实施例中,导梁主梁110的前端设有前悬架结构,导梁主梁110的底面上沿中心线设有中支腿导轨,中支腿导轨延伸至前悬架结构的底面,中导梁支腿130通过中轮系与中支腿导轨配合连接于导梁主梁110下方,使中导梁支腿130与中支腿导轨连接,以使中导梁支腿130可沿导梁主梁110的长度方向在导梁主梁110和前悬架结构下方移动。其中,中导梁支腿130能够滑动至导梁主梁110的前端,并最终能够吊设于导梁主梁110前端的前悬挂机构上;中导梁支腿130也能够移动至导梁主梁110的后端,并且最终移动至靠近后导梁支腿140的位置。在中导梁支腿130移动的过程中,由于其最大宽度与导梁主梁110的宽度相同,并且位于导梁主梁110的正下方,因此,不会阻碍到前导梁支腿120或者多功能台车150的移动,也不会被前导梁支腿120或者多功能台车150阻碍。In the embodiment of the utility model, the front end of the guide beam main beam 110 is provided with a front suspension structure, and the bottom surface of the guide beam main beam 110 is provided with a middle leg guide rail along the center line, and the middle leg guide rail extends to the front suspension structure. On the bottom surface, the middle guide beam support leg 130 is connected below the guide beam main beam 110 through the middle wheel train and the middle support leg guide rail, so that the middle guide beam support leg 130 is connected with the middle support leg guide rail, so that the middle guide beam support leg 130 can It moves under the guide beam main beam 110 and the front suspension structure along the length direction of the guide beam main beam 110 . Wherein, the middle guide beam support leg 130 can slide to the front end of the guide beam main beam 110, and finally can be hoisted on the front suspension mechanism at the front end of the guide beam main beam 110; the middle guide beam support leg 130 can also be moved to the guide beam main beam. The rear end of the beam 110 and eventually moves to a position close to the rear guide beam leg 140 . During the movement of the middle guide beam support leg 130, since its maximum width is the same as the width of the guide beam main beam 110 and is located directly below the guide beam main beam 110, it will not hinder the front guide beam support leg 120 or more The movement of the functional trolley 150 will not be hindered by the leading beam support leg 120 or the multifunctional trolley 150 either.
前悬架结构包括导梁起升架和设置于导梁起升架上的卷扬机,当中导梁支腿130通过中轮系由导梁主梁110或前悬架结构中的一个的底面移动至前悬架结构与导梁主梁110的交界处时,卷扬机能够带动中导梁支腿130做上升或下降运动,以使中导梁支腿130移动至由导梁主梁110或前悬架结构中的另一个的底面。例如,当中导梁支腿130沿导梁主梁110的底面移动至前悬架结构与导梁主梁110的交界处时,卷扬机工作,并且带动中导梁支腿130做上升运动,使中导梁支腿130能够向上移动至导梁起升架上,并最终移动至导梁起升架的前端。当中导梁支腿130反方向移动时,其原理相同,在此不做赘述。The front suspension structure includes a guide beam lifting frame and a winch arranged on the guide beam lifting frame, and the middle guide beam leg 130 moves to the front suspension structure from the bottom surface of the guide beam main beam 110 or the front suspension structure through the middle wheel train At the junction with the main beam 110 of the guide beam, the winch can drive the legs 130 of the middle guide beam to move up or down, so that the legs 130 of the middle guide beam can move to another position in the main beam 110 of the guide beam or the front suspension structure. the underside of one. For example, when the middle guide beam support leg 130 moves along the bottom surface of the guide beam main beam 110 to the junction of the front suspension structure and the guide beam main beam 110, the winch works and drives the middle guide beam support leg 130 to move up, so that the middle guide beam The guide beam legs 130 are able to move up onto the guide beam jack and eventually to the front end of the guide beam jack. When the legs 130 of the middle guide beam move in the opposite direction, the principle is the same, and will not be repeated here.
如图3所示,中导梁支腿130包括沿竖直方向由上至下依次连接的中上节柱、中中节柱133和中下节柱134。中中节柱133可沿竖直方向相对于中上节柱移动。中下节柱134位于中导梁支腿130的底端,中下节柱134可向导梁主梁110的底面翻转。同时,中中节柱133和中下节柱134还能够相对于中上节柱旋转以改变中中节柱133和中下节柱134与导梁主梁110在水平方向的夹角。As shown in FIG. 3 , the middle guide beam leg 130 includes a middle and upper section column, a middle middle section column 133 and a middle and lower section column 134 which are sequentially connected from top to bottom along the vertical direction. The middle-middle section column 133 can move vertically relative to the middle-upper section column. The middle and lower section column 134 is located at the bottom of the middle guide beam leg 130 , and the middle and lower section column 134 can turn over the bottom surface of the guide beam main beam 110 . At the same time, the middle middle section column 133 and the middle lower section column 134 can also rotate relative to the middle upper section column to change the included angle between the middle middle section column 133 , the middle lower section column 134 and the guide beam main beam 110 in the horizontal direction.
具体地,中上节柱用于与导梁主梁110连接,起到将中导梁支腿130与导梁主梁110连接的作用。中中节柱133与中上节柱滑动连接,起到支撑导梁主梁110的作用,用于承担运梁机200过孔重载。中中节柱133与中上节柱之间设有竖直设置的中滑动液压油缸,使中中节柱133能够沿竖直方向移动,以使中中节柱133能够相对于中上节柱在其长度方向上进行相对运动,使中导梁支腿130能够整体伸长或缩短,满足对中导梁支腿130不同长度的需求。Specifically, the middle and upper section columns are used to connect with the main beam 110 of the guide beam, and play a role of connecting the legs 130 of the middle guide beam with the main beam 110 of the guide beam. The middle middle section column 133 is slidingly connected with the middle and upper section column, and plays a role of supporting the main beam 110 of the guide beam, and is used to bear the heavy load of the beam transport machine 200 through the hole. Between the middle section column 133 and the middle upper section column, there is a vertically arranged middle sliding hydraulic cylinder, so that the middle section column 133 can move vertically, so that the middle section column 133 can move relative to the middle and upper section column. Relative movement in its length direction enables the central guide beam legs 130 to be extended or shortened as a whole, meeting the requirements for different lengths of the central guide beam legs 130 .
同时,中上节柱还能够带动中中节柱133和中下节柱134旋转,以便根据曲线架桥时的具体情况调整导梁机100就位。具体地,中上节柱包括中节连接部131和中节旋转部132,中节连接部131与中节旋转部132旋转连接,中节连接部131与导梁主梁110连接,中节旋转部132与中中节柱133连接。在本实用新型实施例中,中节连接部131和中节旋转部132可以通过中节转轴135连接。At the same time, the middle and upper section columns can also drive the middle and middle section columns 133 and the middle and lower section columns 134 to rotate, so as to adjust the position of the beam guide machine 100 according to the specific conditions during curved bridge erection. Specifically, the upper middle section column includes a middle section connection part 131 and a middle section rotation part 132, the middle section connection part 131 is connected with the middle section rotation part 132 in rotation, the middle section connection part 131 is connected with the guide beam main beam 110, and the middle section rotates The portion 132 is connected to the middle column 133 . In the embodiment of the present utility model, the middle section connecting part 131 and the middle section rotating part 132 can be connected through the middle section rotating shaft 135 .
中下节柱134包括两个中下节单元,每个中下节单元分别沿导梁主梁110的宽度方向设置,并且分别与中中节柱133的底部铰接连接。在本实用新型的一个实施例中,中下节单元可以分别与中节旋转部132铰接连接。两个中下节单元能够分别沿导梁主梁110的长度方向向导梁主梁110的底面翻转90°,以使中下节单元具有竖直或者水平两个状态,即中下节单元相对于导梁主梁110有垂直或平行于导梁主梁110两个状态,以能够使中导梁支腿130的整体长度进一步伸长或缩短,满足不同架梁高度的需求。The middle and lower section column 134 includes two middle and lower section units, and each middle and lower section unit is arranged along the width direction of the guide beam main beam 110 and is hingedly connected to the bottom of the middle and middle section column 133 respectively. In one embodiment of the present utility model, the middle and lower joint units can be hingedly connected to the middle joint rotating part 132 respectively. The two middle and lower joint units can turn over 90° on the bottom surface of the guide beam main beam 110 along the length direction of the guide beam main beam 110, so that the middle and lower joint units have two states of vertical or horizontal, that is, the middle and lower joint units are relatively The main beam 110 of the guide beam has two states: vertical or parallel to the main beam 110 of the guide beam, so that the overall length of the legs 130 of the middle guide beam can be further extended or shortened to meet the requirements of different beam heights.
中轮系包括中导向轮、中反挂轮和中支撑轮,中导向轮、中反挂轮和中支撑轮分别设置于中导梁支腿130顶部,具体地,可以分别设置于中上节柱的顶部。The middle wheel train includes a middle guide wheel, a middle anti-hanging wheel and a middle support wheel. The middle guide wheel, the middle anti-hanging wheel and the middle support wheel are respectively arranged on the top of the middle guide beam leg 130, specifically, they can be respectively arranged on the upper middle section the top of the column.
其中,中反挂轮用于将中导梁支腿130与中支腿导轨连接,能够起到防倾覆的作用。中反挂轮连接有电机,为中反挂轮提供动力,使中反挂轮能够带动中导梁支腿130沿在中支腿导轨上移动。中导向轮与中支腿导轨底面平行地位于中支腿导轨中,并且中导向轮的直径与中支腿导轨的宽度相同,使中导向轮能够根据中支腿导轨的轨迹引导中导梁支腿130移动。中支撑轮位于中上节柱与导梁主梁110的底面之间,以支撑导梁主梁110,能够起到支撑导梁主梁110纵移过孔的作用。Wherein, the middle anti-hanging wheel is used to connect the middle guide beam leg 130 with the middle leg guide rail, and can play an anti-overturning effect. The middle anti-hanging wheel is connected with a motor, which provides power for the middle anti-hanging wheel, so that the middle anti-hanging wheel can drive the middle guide beam supporting leg 130 to move on the middle leg guide rail. The middle guide wheel is located in the middle leg guide parallel to the bottom surface of the middle leg guide rail, and the diameter of the middle guide wheel is the same as the width of the middle leg guide rail, so that the middle guide wheel can guide the middle guide beam support according to the track of the middle leg guide rail. Leg 130 moves. The middle support wheel is located between the middle upper section column and the bottom surface of the guide beam main beam 110 to support the guide beam main beam 110 and can support the longitudinal movement of the guide beam main beam 110 through the hole.
如图4-5所示,前导梁支腿120包括环抱机构121、左右滑动横梁122和上下滑动柱123。其中,前导梁支腿120通过环抱机构121于导梁主梁110可移动连接,使前导梁支腿120可沿导梁主梁110的长度方向移动。左右滑动横梁122可沿水平方向移动地与环抱机构121连接,能够带动上下滑动柱123沿导梁主梁110的宽度方向移动。上下滑动柱123设置于左右滑动横梁122的两端,并且能够沿竖直方向滑动,以使上下滑动柱123能够伸出或收回导梁主梁110的底面。当上下滑动柱123伸出导梁主梁110的底面时,能够支撑导梁主梁110;当上下滑动柱123收回导梁主梁110的底面时,能够防止其由于接触地面或其他障碍物而阻碍运梁机200运输导梁机100。As shown in FIGS. 4-5 , the front leading beam leg 120 includes an encircling mechanism 121 , a left and right sliding beam 122 and an up and down sliding column 123 . Wherein, the front guide beam leg 120 is movably connected to the guide beam main beam 110 through the encircling mechanism 121 , so that the front guide beam support leg 120 can move along the length direction of the guide beam main beam 110 . The left and right sliding beams 122 are connected to the embracing mechanism 121 so as to move horizontally, and can drive the up and down sliding columns 123 to move along the width direction of the guide beam main beam 110 . The up and down sliding columns 123 are disposed on both ends of the left and right sliding beams 122 , and can slide vertically so that the up and down sliding columns 123 can stretch out or retract from the bottom surface of the guide beam main beam 110 . When the up and down sliding column 123 stretched out the bottom surface of the guide beam main beam 110, it could support the guide beam main beam 110; The beam transport machine 200 is hindered from transporting the beam guide machine 100 .
前导梁支腿120还包括前轮系,环抱机构121套设于导梁主梁110上,并且通过前轮系与导梁主梁110可移动连接。前轮系包括前承重轮126、前行走轮124和前反挂轮125;前行走轮124设置于环抱机构121与导梁主梁110的顶面之间,前行走轮124组连接驱动机构,用于带动环抱机构121移动。前反挂轮125将环抱机构121与导梁主梁110可移动连接,起到防倾覆作用。导梁主梁110的顶部两侧设有凸缘,前承重轮126设置于环抱机构121与凸缘的底面之间,起到承重作用。The front guide beam leg 120 also includes a front wheel train. The encircling mechanism 121 is sleeved on the guide beam main beam 110 and is movably connected to the guide beam main beam 110 through the front wheel train. The front wheel train includes a front load-bearing wheel 126, a front road wheel 124 and a front anti-hanging wheel 125; the front road wheel 124 is arranged between the encircling mechanism 121 and the top surface of the guide beam main beam 110, and the front road wheel 124 groups are connected to the driving mechanism. It is used to drive the embracing mechanism 121 to move. The front anti-hanging wheel 125 movably connects the embracing mechanism 121 and the guide beam main beam 110 to prevent overturning. Both sides of the top of the guide beam main beam 110 are provided with flanges, and the front bearing wheels 126 are arranged between the embracing mechanism 121 and the bottom surface of the flanges to play a load-bearing role.
环抱机构121的顶部设有环抱支架,左右滑动横梁122可沿导梁主梁110宽度方向移动地穿设于环抱支架中,能够通过前横移液压油缸的驱动,使左右滑动横梁122可以沿导梁主梁110宽度方向水平移动,从而使上下滑动柱123可沿导梁主梁110的宽度方向同步移动,以满足桥梁弯曲段的架梁需求。The top of the embracing mechanism 121 is provided with an embracing bracket, and the left and right sliding beams 122 can move along the width direction of the guide beam main beam 110 and pass through the embracing brackets, and can be driven by the front traverse hydraulic cylinder, so that the left and right sliding beams 122 can move along the guide beam main beam 110. The beam main girder 110 moves horizontally in the width direction, so that the upper and lower sliding columns 123 can move synchronously along the width direction of the guide girder main girder 110 to meet the girder erection requirements of the curved section of the bridge.
上下滑动柱123分别滑动连接与左右滑动横梁122两端,且上下滑动柱123可沿竖直方向相对于左右滑动横梁122移动。同时,两根上下滑动柱123之间的距离大于中导梁支腿130的最大宽度,以使中导梁支腿130能够自由地穿过前导梁支腿120,在中导梁支腿130和前导梁支腿120运动时,不会相互阻碍。在本实用新型实施例中上下滑动柱123与左右滑动横梁122可通过前竖移液压油缸连接,并且驱动上下滑动柱123沿竖直方向伸出或收回导梁主梁110的底面,以满足架梁时不同高度的需求。The up and down sliding columns 123 are respectively slidably connected to two ends of the left and right sliding beams 122 , and the up and down sliding columns 123 can move vertically relative to the left and right sliding beams 122 . Simultaneously, the distance between the two up and down sliding posts 123 is greater than the maximum width of the middle guide beam support leg 130, so that the middle guide beam support leg 130 can freely pass through the front guide beam support leg 120, between the middle guide beam support leg 130 and the front guide beam support leg 120. When the legs 120 of the leading beam move, they will not hinder each other. In the embodiment of the present utility model, the up and down sliding column 123 and the left and right sliding beam 122 can be connected through the front vertical hydraulic oil cylinder, and the up and down sliding column 123 is driven to extend or retract the bottom surface of the guide beam main beam 110 in the vertical direction to meet the requirements of the frame. Different height requirements for beams.
在本实用新型实施例中,上下滑动柱123的底端设有前支撑底座,前支撑底座的底部最大宽度小于上下滑动柱123之间的宽度,从而保证前导梁支腿120的底部能够完全支撑于待架设的桥墩上,防止由于上下滑动柱123之间距离大于待架设的桥墩的宽度,而导致前导梁支腿120无法在待架设的桥墩上可靠地支撑导梁主梁110。In the embodiment of the present invention, the bottom of the upper and lower sliding columns 123 is provided with a front support base, and the maximum width of the bottom of the front support base is smaller than the width between the upper and lower sliding columns 123, thereby ensuring that the bottom of the front guide beam legs 120 can fully support On the bridge pier to be erected, it is prevented that the front guide girder outrigger 120 cannot reliably support the guide girder main girder 110 on the bridge pier to be erected because the distance between the upper and lower sliding columns 123 is greater than the width of the bridge pier to be erected.
如图6-7所示,后导梁支腿140沿竖直方向由上至下依次包括后固定节141、后滑动节142和后下节柱143。其中,后滑动节142能够带动后下节柱143沿竖直方向相对于后固定节141滑动,以使后导梁支腿140能够整体伸长或者缩短,满足对后导梁支腿140不同长度的需求。后下节柱143能够向导梁主梁110的底面翻转(具体地,朝向中导梁支腿130的方向翻转),即后下节柱143相对于导梁主梁110有垂直或平行于导梁主梁110两个状态,以能够使后导梁支腿140的整体长度进一步伸长或缩短,满足不同架梁高度的需求。As shown in FIGS. 6-7 , the rear guide beam leg 140 includes a rear fixing section 141 , a rear sliding section 142 and a rear lower column 143 from top to bottom in the vertical direction. Wherein, the rear sliding section 142 can drive the rear lower section column 143 to slide vertically relative to the rear fixed section 141, so that the rear guide beam support leg 140 can be extended or shortened as a whole to meet the needs of different lengths of the rear guide beam support leg 140. demand. The rear lower section column 143 can turn over the bottom surface of the guide beam main beam 110 (specifically, overturn towards the direction of the middle guide beam support leg 130), that is, the rear lower section column 143 has a direction perpendicular to or parallel to the guide beam main beam 110. The main beam 110 has two states to further extend or shorten the overall length of the rear guide beam leg 140 to meet the requirements of different beam heights.
具体地,后固定节141的顶端通过导梁固定轴144与导梁主梁110连接,使后固定节141能够以导梁固定轴144为轴线转动,以使后导梁支腿140能够回收至平行设置于导梁主梁110的后端,方便导梁主梁110向前或向后移动,而不与地面或其他障碍物发生阻碍。Specifically, the top of the rear fixing section 141 is connected to the guide beam main beam 110 through the guide beam fixing shaft 144, so that the rear fixing section 141 can rotate around the guide beam fixing shaft 144, so that the rear guide beam legs 140 can be recovered to It is arranged parallel to the rear end of the guide beam main beam 110 to facilitate the forward or backward movement of the guide beam main beam 110 without being obstructed by the ground or other obstacles.
后导梁支腿140还包括后滑动节142,后滑动节142与后固定节141滑动连接,且后滑动节142能够沿后固定节141长度方向相对于后固定节141移动。具体地,后滑动节142通过后滑动液压油缸与后固定节141连接,使后滑动节142能够相对于后固定节141沿其长度方向移动。The rear guide beam leg 140 also includes a rear sliding section 142 , which is slidingly connected to the rear fixing section 141 , and the rear sliding section 142 can move relative to the rear fixing section 141 along the length direction of the rear fixing section 141 . Specifically, the rear sliding section 142 is connected to the rear fixing section 141 through a rear sliding hydraulic cylinder, so that the rear sliding section 142 can move relative to the rear fixing section 141 along its length direction.
后下节柱143设置于后滑动节142底部,并且后下节柱143能够向导梁主梁110的底面翻转。具体地,后下节柱143设置于所述后滑动节142底部且与后滑动节142转动连接。在本实用新型实施例中,后下节柱143与后滑动节142可以铰接。因此,使后下节柱143可以折起,即后下节柱143可向导梁主梁110的地面翻转,以便调整导梁机100高度,实现隧道口的低位架梁或者无隧道情况的高位架梁。The rear lower section column 143 is disposed at the bottom of the rear sliding section 142 , and the rear lower section column 143 can turn over the bottom surface of the guide beam main beam 110 . Specifically, the rear lower section column 143 is disposed at the bottom of the rear sliding section 142 and is rotatably connected with the rear sliding section 142 . In the embodiment of the present utility model, the rear lower section column 143 and the rear sliding section 142 can be hinged. Therefore, the rear lower section column 143 can be folded up, that is, the rear lower section column 143 can turn over the ground of the guide beam main beam 110, so as to adjust the height of the beam guide machine 100, and realize the low-level beam erection at the tunnel entrance or the high-level frame without tunnel conditions beam.
需要说明的是,当本实用新型实施例的具有可旋转的中导梁支腿的导梁机处于曲线架桥工况时,能够以中导梁支腿130为支点,通过控制中导梁支腿130的中下节柱134和中中节柱133与导梁主梁110之间相对转动,从而改变中下节柱134的底端与导梁主梁110之间的角度,使导梁主梁110的后端的后导梁支腿140可以位于对应的待架设的桥墩的正上方。并且通过控制前导梁支腿120的左右滑动横梁122沿导梁主梁110的宽度方向移动,以改变上下滑动柱123的位置,使上下滑动柱123位于对应的待架设的桥墩的正上方。从而使导梁机100能够根据曲线架桥时的具体情况调整导梁机100就位。It should be noted that, when the beam guide machine with the rotatable center guide beam legs of the embodiment of the present invention is in the curved bridging working condition, it can take the center guide beam legs 130 as the fulcrum, and control the center guide beam support The relative rotation between the middle and lower section column 134 and the middle section column 133 of the leg 130 and the guide beam main beam 110 changes the angle between the bottom end of the middle and lower section column 134 and the guide beam main beam 110, so that the guide beam main beam The rear guide beam leg 140 at the rear end of the beam 110 may be located right above the corresponding bridge pier to be erected. And by controlling the left and right sliding beams 122 of the leading beam legs 120 to move along the width direction of the guiding beam main beam 110, to change the position of the up and down sliding columns 123, so that the up and down sliding columns 123 are located directly above the corresponding pier to be erected. Thereby, the beam guide machine 100 can be adjusted to be in place according to the specific conditions during the curve bridge erection.
在本实用新型实施例中,前导梁支腿120、中导梁支腿130和后导梁支腿140能够带动导梁主梁110升高或降低,以使导梁主梁110处于高位工位或者低位工位。为了能够保证导梁主梁110能够可靠地进行高度调节,如图8所示,导梁主梁110的后端设有千斤顶支架160,当导梁主梁110在高位工位或者低位工位之间转换时,千斤顶支架160能够支撑千斤顶,以配合导梁主梁110调节高度。In the embodiment of the present invention, the front guide beam outrigger 120, the middle guide beam outrigger 130 and the rear guide beam outrigger 140 can drive the guide beam main beam 110 to rise or lower, so that the guide beam main beam 110 is in the high position Or a lower position. In order to ensure that the height of the guide beam main beam 110 can be adjusted reliably, as shown in Figure 8, the rear end of the guide beam main beam 110 is provided with a jack bracket 160, when the guide beam main beam 110 is between the high position or the low position When changing between, the jack bracket 160 can support the jack, so as to adjust the height with the main beam 110 of the guide beam.
在本实用新型的一个实施例中,千斤顶支架160与导梁主梁110可拆卸连接。在本实用新型的另一个实施例中,千斤顶支架160与导梁主梁110可移动连接,且能够沿导梁主梁110的长度方向伸出或缩回导梁主梁110的后端。在本实用新型的又一个实施例中,千斤顶支架160与导梁主梁110可旋转连接,以使千斤顶支架160能够伸出或缩回导梁主梁110的后端。In one embodiment of the present invention, the jack bracket 160 is detachably connected to the main beam 110 of the guide beam. In another embodiment of the present invention, the jack bracket 160 is movably connected with the main beam 110 of the guide beam, and can extend or retract the rear end of the main beam 110 of the guide beam 110 along the length direction of the main beam of the guide beam 110 . In yet another embodiment of the present utility model, the jack bracket 160 is rotatably connected to the main beam 110 of the guide beam, so that the jack bracket 160 can extend or retract the rear end of the main beam 110 of the guide beam.
本实用新型实施例利用千斤顶支架160实现导梁机100的导梁主梁110的高度调节的具体方法为:The embodiment of the utility model uses the jack bracket 160 to realize the height adjustment of the guide beam main beam 110 of the beam guide machine 100. The specific method is as follows:
当导梁主梁110的高度需要降低时,千斤顶支架160伸出导梁主梁110的后端,并且支撑于千斤顶上。中导梁支腿130的中下节柱134向上翻转,后导梁支腿140的后下节柱143柱向上翻转。千斤顶和前导梁支腿120同时下降,以使中导梁支腿130和后导梁支腿140支撑于待架设的桥墩上。此时,可以拆卸千斤顶,将千斤顶支架160收回导梁主梁110的后端,从而完成导梁主梁110由高位工位向低位工位的切换。当导梁主梁110的高度需要升高时,其原理相同,在此不再赘述。When the height of the guide beam main beam 110 needs to be lowered, the jack support 160 protrudes from the rear end of the guide beam main beam 110 and is supported on the jack. The middle and lower section column 134 of the middle guide beam support leg 130 is turned upward, and the rear lower section column 143 of the rear guide beam support leg 140 is turned upward. The jack and the front guide beam legs 120 descend simultaneously, so that the middle guide beam legs 130 and the rear guide beam legs 140 are supported on the pier to be erected. At this time, the jack can be disassembled, and the jack bracket 160 can be retracted to the rear end of the guide beam main beam 110, thereby completing the switch of the guide beam main beam 110 from the high position to the low position. When the height of the main girder 110 of the guide beam needs to be increased, the principle is the same and will not be repeated here.
在本实用新型实施例中,具有可旋转的中导梁支腿的导梁机100还包括多功能台车150,多功能台车150可移动地设置于导梁主梁110上,多功能台车150可沿导梁主梁110的长度方向与导梁主梁110做相对移动,用于驱动导梁主梁110移动或带动运梁机200移动。In the embodiment of the present utility model, the beam guide machine 100 with rotatable middle guide beam legs also includes a multifunctional trolley 150, which is movably arranged on the main beam 110 of the guide beam, and the multifunctional platform The cart 150 can move relative to the guide beam main beam 110 along the length direction of the guide beam main beam 110 , and is used to drive the guide beam main beam 110 to move or drive the beam transporter 200 to move.
如图9所示,多功能台车150包括多个小车151和整体式车架152,小车151分别沿导梁主梁110的长度方向设置并且与导梁主梁110连接,小车151分别连接于整体式车架152的顶部内侧。具体地,小车151分别与导梁主梁110可移动连接,小车151可沿导梁主梁110的长度方向移动,每两个相邻的小车151之间通过销轴连接,小车151分别通过台车升降油缸连接于整体式车架152的顶部内侧,使整体式车架152能够沿竖直方向上升或下降。As shown in Figure 9, the multifunctional trolley 150 includes a plurality of trolleys 151 and an integral vehicle frame 152, the trolleys 151 are respectively arranged along the length direction of the guide beam main beam 110 and connected with the guide beam main beam 110, and the trolleys 151 are respectively connected to The top inside of the monocoque frame 152 . Specifically, the trolleys 151 are respectively movably connected to the main girder 110 of the guide beam, and the trolleys 151 can move along the length direction of the main beam 110 of the guide beam. The car lifting oil cylinder is connected to the top inner side of the integral vehicle frame 152, so that the integral vehicle frame 152 can rise or fall vertically.
在本实用新型实施例中,整体式车架152两侧设有用于带动运梁机200移动的支撑平台153。由于前导梁支腿120、中导梁支腿130和后导梁支腿140能够带动导梁主梁110和多功能台车150同步做升降运动,以使导梁主梁110和多功能台车150处于高位工位或者低位工位。当导梁主梁110和多功能台车150处于低位工位时,为了保证支撑平台153的整体高度不变,即保证运梁机200的前行车系统所处的高度不变,支撑平台153上设置有台车支撑架。In the embodiment of the present invention, two sides of the integral vehicle frame 152 are provided with supporting platforms 153 for driving the movement of the beam transporter 200 . Because the front guide beam support leg 120, the middle guide beam support leg 130 and the rear guide beam support leg 140 can drive the guide beam main beam 110 and the multi-function trolley 150 to do lifting motion synchronously, so that the guide beam main beam 110 and the multi-function trolley 150 is in high position or low position. When the guide beam main beam 110 and the multifunctional trolley 150 are in the low position, in order to ensure that the overall height of the support platform 153 is constant, that is, to ensure that the height of the front driving system of the beam transporter 200 is constant, the support platform 153 A trolley support frame is provided.
在本实用新型实施例中,整体式车架152与导梁主梁110之间设有相对移动机构,用于驱使多功能台车150与导梁主梁110做相对移动。即当多功能台车150位置固定时,多功能台车150能够驱动导梁主梁110移动;当导梁主梁110位置固定时,多功能台车150能够在导梁主梁110上移动。In the embodiment of the present utility model, a relative movement mechanism is provided between the integral vehicle frame 152 and the main beam of the guide beam 110 for driving the multifunctional trolley 150 to move relative to the main beam of the guide beam 110 . That is, when the position of the multifunctional trolley 150 is fixed, the multifunctional trolley 150 can drive the main beam 110 of the guide beam to move;
在本实用新型一个实施例中,相对移动机构包括设置于导梁主梁110上的导梁链条和设置于靠近导梁主梁110的前端的小车151顶部的中位驱动器;中位驱动器包括车架链轮和中位驱动电机,导梁链条与车架链轮配合连接,中为驱动电机可以为液压马达和减速机,液压马达驱动减速机,并通过减速机驱动车架链轮带动导梁链条,以使多功能台车150与导梁主梁110做相对运动。In one embodiment of the present utility model, the relative movement mechanism includes a guide beam chain arranged on the guide beam main beam 110 and a neutral driver arranged on the top of the trolley 151 near the front end of the guide beam main beam 110; the neutral driver includes a trolley The frame sprocket and the middle drive motor, the guide beam chain is connected with the frame sprocket, the middle drive motor can be a hydraulic motor and a reducer, the hydraulic motor drives the reducer, and the drive frame sprocket drives the guide beam through the reducer chain, so that the multifunctional trolley 150 and the guide beam main beam 110 do relative motion.
在本实用新型另一个实施例中,相对移动机构包括设置于导梁主梁110上的导梁齿条和设置于靠近导梁主梁110的前端的小车151顶部的中位驱动器;中位驱动器包括车架齿轮和中位驱动电机,导梁齿条与车架齿轮配合连接,中位驱动电机驱动车架齿轮带动导梁齿条,以使多功能台车150与导梁主梁110做相对运动。In another embodiment of the utility model, the relative movement mechanism includes a guide beam rack arranged on the guide beam main beam 110 and a neutral driver arranged on the top of the trolley 151 near the front end of the guide beam main beam 110; Including the frame gear and the middle drive motor, the guide beam rack is connected with the frame gear, and the center drive motor drives the frame gear to drive the guide beam rack, so that the multifunctional trolley 150 is opposite to the guide beam main beam 110 sports.
每个小车151分别通过对应的台车升降油缸可升降移动地连接于整体式车架152的顶部内侧。并且本实用新型的多功能台车150的整体式车架152可以上下移动,当需要根据不同的架梁工位的高度改变导梁及多功能台车150的高度时,可以对整体式车架152的高度进行调整,以配合运梁机200实现喂梁及落梁操作。Each trolley 151 is connected to the top inner side of the integral vehicle frame 152 in a liftable and movable manner through a corresponding trolley lifting cylinder. And the integral vehicle frame 152 of the multifunctional trolley 150 of the present utility model can move up and down, when needing to change the height of the guide beam and the multifunctional trolley 150 according to the height of different beam erection stations, the integral vehicle frame can be The height of 152 is adjusted to cooperate with beam transporter 200 to realize beam feeding and beam dropping operations.
在本实用新型实施例中,小车151的数量为六个,由沿导梁主梁110的前端至后端的方向,依次包括一个第一小车151,三个第二小车151和两个第三小车151。导梁主梁110的两侧表面分别设有引导小车151移动的小车151轨道。如图10所示,第一小车151、第二小车151和第三小车151分别包括小车横梁151-1和小车滑块151-2,小车滑块151-2分别设置于小车横梁151-1的两端,并且通过小车反抓轮151-3连接于小车151轨道内,以实现小车151相对于导梁主梁110的移动。第一小车151与第二小车151结构相似,由于中位驱动器设置于第一小车151的顶部,因此其区别仅为:在第一小车151的顶端安装中位驱动器时,为了能够提高中位驱动器的高度,第一小车151的小车横梁151-1高度高于第二小车151。第三小车151与第一小车151和第二小车151的区别在于,第三小车151的顶端还设有用于与运梁机200连接的结构。In the embodiment of the present utility model, the number of trolleys 151 is six, including one first trolley 151, three second trolleys 151 and two third trolleys in the direction along the front end of the guide beam main beam 110 to the rear end. 151. Two side surfaces of the main beam 110 of the guide beam are respectively provided with rails for trolleys 151 to guide the movement of the trolleys 151 . As shown in Figure 10, the first trolley 151, the second trolley 151 and the third trolley 151 respectively include a trolley beam 151-1 and a trolley slider 151-2, and the trolley slider 151-2 is respectively arranged on the bottom of the trolley beam 151-1. The two ends are connected to the track of the trolley 151 through the anti-grab wheel 151-3 of the trolley, so as to realize the movement of the trolley 151 relative to the main beam 110 of the guide beam. The first dolly 151 is similar in structure to the second dolly 151. Since the middle driver is arranged on the top of the first dolly 151, the difference is only: when the middle driver is installed on the top of the first dolly 151, in order to improve the middle driver The height of the dolly beam 151-1 of the first dolly 151 is higher than that of the second dolly 151. The difference between the third trolley 151 and the first trolley 151 and the second trolley 151 is that the top of the third trolley 151 is also provided with a structure for connecting with the beam transporter 200 .
多功能台车150顶部设有台车悬挂机构154,台车连接机构250与台车悬挂机构154配合,以使多功能台车150悬挂于运梁机200的运梁主梁210下方,以便运梁主梁210装载导梁主梁110。台车悬挂机构154通过台车挂架与多功能台车150连接,台车挂架可沿竖直方向伸长或缩短,并带动多功能台车150远离或靠近运梁主梁210。如图11所示,台车悬挂机构154的数量为两个,两个台车悬挂机构154分别通过台车挂架与多功能台车150的靠近导梁主梁110后端的两个小车151(即两个第三小车151)的顶部连接,台车挂架包括沿竖直方向由上至下依次连接的伸缩挂架154-1、第一调节段154-2和第二调节段154-3,第二调节段154-3可移动地穿设于第一调节段154-2内,第一调节段154-2可移动地穿设于伸缩挂架154-1内,伸缩挂架154-1与台车悬挂机构154固定连接。具体地,第一调节段154-2和第二调节段154-3能够分别由对应的调节段液压油缸驱动,以使第二调节段154-3能够伸出或收回至第一调节段154-2、第一调节段154-2能够伸出或收回至伸缩挂架154-1。当运梁主梁210沿竖直方向上下移动时,台车挂架可以进行伸缩,以在运梁机200的运梁主梁210进行升降运动时,保持导梁机100的导梁主梁110和多功能小车151的高度不变,用于满足高位架梁、隧道出口架梁和隧道入口架梁不同的高度需求。具体地,高位架梁时第一调节段154-2全部完全伸出伸缩挂架154-1,第二调节段154-3不伸出第一调节段154-2,隧道出口架梁时第一调节段154-2和第二调节段154-3完全伸出,隧道入口架梁时第一调节段154-2和第二调节段154-3全部收回。The top of the multifunctional trolley 150 is provided with a trolley suspension mechanism 154, and the trolley connection mechanism 250 cooperates with the trolley suspension mechanism 154, so that the multifunctional trolley 150 is suspended below the main beam 210 of the beam transportation machine 200, so as to be transported. The beam main beam 210 is loaded with the guide beam main beam 110 . The trolley suspension mechanism 154 is connected with the multifunctional trolley 150 through the trolley hanger, and the trolley hanger can be extended or shortened in the vertical direction, and drives the multifunctional trolley 150 away from or close to the main beam 210 of the transport beam. As shown in Figure 11, the quantity of trolley suspension mechanism 154 is two, and two trolley suspension mechanisms 154 respectively pass two trolleys 151 ( That is, the tops of the two third trolleys 151) are connected, and the trolley hanger includes a telescopic hanger 154-1, a first adjustment section 154-2, and a second adjustment section 154-3 connected successively from top to bottom in the vertical direction. , the second adjustment section 154-3 is movably installed in the first adjustment section 154-2, the first adjustment section 154-2 is movably installed in the telescopic hanger 154-1, and the telescopic hanger 154-1 It is fixedly connected with the trolley suspension mechanism 154. Specifically, the first adjustment section 154-2 and the second adjustment section 154-3 can be respectively driven by corresponding adjustment section hydraulic cylinders, so that the second adjustment section 154-3 can extend or retract to the first adjustment section 154-3. 2. The first adjustment section 154-2 can be extended or retracted to the telescopic hanger 154-1. When the beam transport main beam 210 moves up and down in the vertical direction, the trolley hanger can be stretched to keep the guide beam main beam 110 of the beam guide machine 100 when the beam transport main beam 210 of the beam transport machine 200 moves up and down. The height of the multi-functional trolley 151 remains the same, and is used to meet the different height requirements of the elevated girder, the tunnel exit girder and the tunnel entrance girder. Specifically, when the beam is erected at a high position, the first adjustment section 154-2 fully extends out of the telescopic hanger 154-1, the second adjustment section 154-3 does not extend out of the first adjustment section 154-2, and when the beam is erected at the exit of the tunnel, the first The adjustment section 154-2 and the second adjustment section 154-3 are fully extended, and the first adjustment section 154-2 and the second adjustment section 154-3 are fully retracted when the tunnel entrance beam is erected.
在本实用新型实施例中,多功能台车150的顶部还设有台车挂梁151-4和台车顶梁151-5,台车挂梁151-4连接于台车挂架的底部,台车顶梁151-5沿竖直方向相对于台车挂架移动地设置于台车挂架和多功能台车150之间。具体地,如图12所示,台车挂梁151-4和台车顶梁151-5分别为两个,一个台车挂梁151-4和一个对应的台车顶梁151-5设置为一组,两组台车挂梁151-4和台车顶梁151-5分别固定于靠近导梁主梁110后端的两个小车151(即两个第三小车151)的顶部。台车挂梁151-4的顶端设有挂梁悬挂部,台车挂梁151-4通过挂梁悬挂部挂吊于台车挂架的底部的吊梁上。台车顶梁151-5位于小车151顶面与台车挂架之间,当台车连接机构250与台车悬挂机构154连接,多功能台车150吊设于运梁主梁210下方,伸缩挂架154-1受力之后,台车顶梁151-5将台车挂梁151-4顶紧,从而使台车挂梁151-4和台车顶梁151-5保持锁死状态于台车挂架的底部的吊梁上。In this utility model embodiment, the top of the multifunctional trolley 150 is also provided with a trolley hanging beam 151-4 and a trolley roof beam 151-5, and the trolley hanging beam 151-4 is connected to the bottom of the trolley hanger. The trolley roof beam 151 - 5 is arranged between the trolley hanger and the multifunctional trolley 150 so as to move relative to the trolley hanger along the vertical direction. Specifically, as shown in FIG. 12, there are two trolley hanging beams 151-4 and two trolley roof beams 151-5, and one trolley hanging beam 151-4 and a corresponding trolley roof beam 151-5 are set as One group, two groups of trolley hanging beams 151-4 and trolley roof beams 151-5 are respectively fixed on the tops of two dollies 151 (ie two third dollies 151) near the rear end of the guide beam main beam 110. The top of the trolley hanging beam 151-4 is provided with a hanging beam suspension part, and the trolley hanging beam 151-4 is hung on the hanging beam at the bottom of the trolley hanger through the hanging beam suspension part. The trolley roof beam 151-5 is located between the top surface of the trolley 151 and the trolley hanger. When the trolley connecting mechanism 250 is connected with the trolley suspension mechanism 154, the multifunctional trolley 150 is hoisted below the main beam 210 of the transport beam, and the telescopic After the hanger 154-1 is stressed, the trolley roof beam 151-5 tightens the trolley hanging beam 151-4, so that the trolley hanging beam 151-4 and the trolley roof beam 151-5 remain locked on the platform. On the hanging beam at the bottom of the car hanger.
如图13所示,运梁机200包括运梁主梁210、前行走系统220、后行走系统230、起吊提升结构260和伸缩式运梁支腿240。其中,运梁主梁210为箱体结构的横梁,前行走系统220和后行走系统230分别固定连接于运梁主梁210的两端,前行走系统220固定于运梁主梁210的前端,后行走系统230固定于运梁主梁210的后端。伸缩式运梁支腿240设置于运梁主梁210的底面,伸缩式运梁支腿240设置于前行车系统和后行车系统之间且靠近前行车系统。起吊提升结构260为两个,两个起吊提升机构分别固定于运梁主梁210的底面上,并且位于伸缩式运梁支腿240和后行走系统230之间。两个起吊提升结构260之间的距离与箱梁的长度相同。起吊提升机构用于将箱梁吊起,前行走系统220和后行走系统230用于带动运梁主梁210及运梁机200的其他结构同步移动,以使运梁机200能够运输导梁机100和箱梁。当运梁机200需要固定时,伸缩式运梁支腿240能够支撑于底面,以对运梁机200进行位置固定。As shown in FIG. 13 , the beam transporting machine 200 includes a beam transporting main beam 210 , a front traveling system 220 , a rear traveling system 230 , a lifting structure 260 and telescopic beam transporting legs 240 . Wherein, the main girder 210 of the transporting beam is a beam of a box structure, the front traveling system 220 and the rear traveling system 230 are respectively fixedly connected to the two ends of the transporting beam main beam 210, and the front traveling system 220 is fixed on the front end of the transporting beam main beam 210, The rear walking system 230 is fixed on the rear end of the main girder 210 of the transport beam. The telescopic beam transporting outrigger 240 is arranged on the bottom surface of the beam transporting main beam 210, and the telescopic beam transporting outrigger 240 is disposed between the front driving system and the rear driving system and close to the front driving system. There are two hoisting and hoisting structures 260, and the two hoisting hoisting mechanisms are respectively fixed on the bottom surface of the beam transporting main beam 210, and are located between the telescopic beam transporting legs 240 and the rear walking system 230. The distance between the two lifting structures 260 is the same as the length of the box girder. The lifting mechanism is used to lift the box girder, and the front traveling system 220 and the rear traveling system 230 are used to drive the main girder 210 and other structures of the beam transporting machine 200 to move synchronously, so that the beam transporting machine 200 can transport the beam guiding machine 100 and box girder. When the beam transporting machine 200 needs to be fixed, the telescopic beam transporting legs 240 can be supported on the bottom surface to fix the position of the beam transporting machine 200 .
需要说明的是,在本实用新型实施例中,运梁主梁210的前端与运梁机200的前端为同一端部,具体的为运梁机200在进行桥梁架设工作时靠近导梁机100或者与导梁机100连接的一端;运梁主梁210的后端与运梁机200的后端为同一端部,具体的为运梁机200在进行桥梁架设工作时远离导梁机100或者不与导梁机100连接的一端。It should be noted that, in the embodiment of the present utility model, the front end of the beam transporting main girder 210 and the front end of the beam transporting machine 200 are the same end, specifically, the beam transporting machine 200 is close to the beam guiding machine 100 during bridge erection Or an end that is connected with the beam guide machine 100; the rear end of the beam transport main girder 210 and the rear end of the beam transport machine 200 are the same end, specifically, the beam transport machine 200 is far away from the beam guide machine 100 or One end not connected with the beam guide machine 100.
具体地,每个起吊提升结构260包括两个起吊单元,两个起吊单元对称固定于运梁主梁210的两侧。每个起吊提升结构260分别用于与箱梁的前、后两端连接,并将箱梁吊起,以方便对箱梁的运输。Specifically, each hoisting structure 260 includes two hoisting units, and the two hoisting units are symmetrically fixed on both sides of the main girder 210 of the transport beam. Each lifting structure 260 is respectively used to connect with the front and rear ends of the box girder, and lift the box girder to facilitate the transportation of the box girder.
运梁主梁210前端的底面设有向内凹设的台阶面,前行走系统220固定于台阶面上。由于运梁主梁210前端设置了台阶面,因此能够防止导梁主梁110与运梁主梁210连接时,运梁主梁210的前端底面与导梁主梁110的后端产生碰撞或摩擦,避免阻碍运梁主梁210与导梁机100之间连接,而导致运梁机200无法运输导梁机100。The bottom surface of the front end of the main girder 210 is provided with an inwardly recessed step surface, and the front walking system 220 is fixed on the step surface. Since the front end of the transport beam main beam 210 is provided with a stepped surface, it can prevent the front end bottom surface of the transport beam main beam 210 from colliding or rubbing against the rear end of the guide beam main beam 110 when the guide beam main beam 110 is connected to the transport beam main beam 210 , so as to avoid hindering the connection between the beam transporting main girder 210 and the beam guiding machine 100 , so that the beam transporting machine 200 cannot transport the beam guiding machine 100 .
在本实用新型实施例中,前行车系统和后行车系统可同步带动运梁主梁210做升降运动,以使运梁主梁210沿竖直方向做升降运动。具体地,前行走系统220包括前行走支架221,前行走支架221与运梁主梁210的前端连接,并且能够带动运梁主梁210做升降运动。前行走系统220还包括前行走轮组222,前行走轮组222设置于前行走支架221底部,并且能够带动前行走支架221做升降运动。前行走轮组222为两个,两个前行走轮组222沿运梁主梁210的长度方向平行设置,且两个前行走轮组222之间的距离大于导梁机100的最大宽度。后行走系统230包括后行走支架,后行走支架与运梁主梁210的后端连接,并且能够带动运梁主梁210做升降运动。后行走系统230还包括后行走轮组,后行走轮组设置于后行走支架底部,并且能够带动后行走支架做升降运动。后行走轮组为两个,两个后行走轮组沿运梁主梁210的长度方向平行设置,且两个后行走轮组之间的距离大于导梁机100的最大宽度。In the embodiment of the present invention, the front driving system and the rear driving system can synchronously drive the main girder 210 to move up and down, so that the main girder 210 moves vertically. Specifically, the front walking system 220 includes a front walking frame 221, which is connected to the front end of the transport beam main beam 210, and can drive the transport beam main beam 210 to move up and down. The front traveling system 220 also includes a front traveling wheel set 222, which is arranged at the bottom of the front traveling support 221, and can drive the front traveling support 221 to move up and down. There are two front traveling wheel sets 222, and the two front traveling wheel sets 222 are arranged in parallel along the length direction of the beam transport main girder 210, and the distance between the two front traveling wheel sets 222 is greater than the maximum width of the beam guiding machine 100. The rear traveling system 230 includes a rear traveling support, which is connected to the rear end of the transport beam main beam 210 and can drive the transport beam main beam 210 to move up and down. The rear traveling system 230 also includes a rear traveling wheel set, which is arranged at the bottom of the rear traveling support and can drive the rear traveling support to perform lifting movements. There are two rear traveling wheel groups, and the two rear traveling wheel groups are arranged in parallel along the length direction of the beam main girder 210, and the distance between the two rear traveling wheel groups is greater than the maximum width of the beam guiding machine 100.
由于在本实用新型实施例中前行走系统220与后行走系统230的结构相同,如图14-15所示,以前行走系统220为例进行说明。前行走系统220包括前行走支架221和两个前行走轮组222,前行走支架221用于将前行走轮组222连接于运梁主梁210下端,以使前行走轮组222能够带动运梁主梁210的前端移动。前行走支架221的中点通过前行走升降系统223固定于运梁主梁210的前端,前行走升降系统223可以为前行走液压油缸,前行走液压油缸能够使运梁主梁210沿竖直方向升高或者降低,以满足不同架梁高度的需求。同时,前行走支架221沿运梁主梁210的长度方向设置,并且前行走支架221的底端两侧各沿运梁主梁210的长度方向设置一个前行走轮组222,两个前行走轮组222之间的距离大于导梁机100的最大宽度,以使导梁机100能够从两个前行走轮组222之间穿过,方便运梁机200和导梁机100配合,使导梁机100移动至架梁工位或完成箱梁的架设。前行走轮组222通过前轮液压油缸连接于前行走支架221底部,并且能够带动前行走支架221做升降运动,进一步带动运梁主梁210升高或者降低。Since the front walking system 220 and the rear walking system 230 have the same structure in the embodiment of the present utility model, as shown in FIGS. 14-15 , the front walking system 220 is taken as an example for description. The front walking system 220 includes a front walking support 221 and two front walking wheel sets 222, and the front walking support 221 is used to connect the front walking wheel sets 222 to the lower end of the transport beam main beam 210, so that the front traveling wheel sets 222 can drive the transport beam The front end of the main beam 210 moves. The midpoint of the front travel support 221 is fixed on the front end of the transport beam main beam 210 through the front travel lifting system 223. The front travel lifting system 223 can be a front travel hydraulic cylinder, which can make the transport beam main beam 210 move vertically. It can be raised or lowered to meet the needs of different girder heights. Simultaneously, front walking support 221 is provided with along the length direction of transporting beam main beam 210, and the bottom both sides of preceding traveling support 221 respectively arranges a front traveling wheel set 222 along the length direction of transporting beam main beam 210, two front traveling wheels The distance between the groups 222 is greater than the maximum width of the beam guide machine 100, so that the beam guide machine 100 can pass between the two front walking wheel sets 222, so that the beam transport machine 200 and the beam guide machine 100 can cooperate conveniently, so that the guide beam The machine 100 moves to the beam erecting station or completes the erection of the box girder. The front traveling wheel set 222 is connected to the bottom of the front traveling support 221 through the front wheel hydraulic oil cylinder, and can drive the front traveling support 221 to perform lifting motion, and further drive the main girder 210 of the transport beam to rise or fall.
两个前行走轮组222的结构相同,均包括竖直设置的前轮支架224,每个前轮支架224底部分别均匀分布多个前行走滚轮225。各个前行走滚轮225通过前转向机构与前轮支架224连接。具体地,前转向机构上竖直设置有前转向轴,前转向轴能够沿其轴线转动,前行走滚轮225固定于前转向轴的底端,使前转向轴能够带动前行走滚轮225以前转向轴的轴线为轴转动,从而完成对前行走滚轮225行走方向的调整。前行走滚轮225还对应设置有前行走转向系统226、前行走动力系统和前行走制动系统,前行走转向系统226能够带动前转向轴转动,以改变前行走滚轮225的行走方向,前行走动力系统能够带动前行走滚轮225向前或者向后滚动,前行走制动系统能够控制前行走滚轮225停止运动。The two front wheel sets 222 have the same structure, and both include vertically arranged front wheel brackets 224, and a plurality of front wheel brackets 225 are evenly distributed on the bottom of each front wheel bracket 224. Each front walking roller 225 is connected with the front wheel bracket 224 by the front steering mechanism. Specifically, the front steering mechanism is vertically provided with a front steering shaft, the front steering shaft can rotate along its axis, and the front walking roller 225 is fixed on the bottom end of the front steering shaft, so that the front steering shaft can drive the front walking roller 225 to the front steering shaft. The axis of the axis is the axis rotation, thereby completes the adjustment to the walking direction of the front traveling roller 225. Front walking roller 225 is also correspondingly provided with front walking steering system 226, front walking power system and front walking brake system, front walking steering system 226 can drive the front steering shaft to rotate, to change the walking direction of front walking roller 225, front walking power The system can drive the front traveling roller 225 to roll forward or backward, and the front traveling brake system can control the front traveling roller 225 to stop moving.
如图16所示,伸缩式运梁支腿240能够沿其长度方向伸长或缩短。具体地,伸缩式运梁支腿240包括一级运梁支腿241和二级运梁支腿242,一级运梁支腿241与运梁主梁210连接,二级运梁支腿242与一级运梁支腿241滑动连接,以使二级运梁支腿242能够沿一级运梁支腿241的长度方向相对于一级运梁支腿241移动,从而实现利用伸缩式运梁支腿240对运梁机200的位置固定。As shown in Figure 16, the telescoping beam carrier legs 240 can be extended or shortened along their length. Concretely, the telescopic beam transporting leg 240 includes a primary beam transporting leg 241 and a secondary beam transporting leg 242, the primary beam transporting leg 241 is connected with the beam main beam 210, and the secondary beam transporting leg 242 is connected to the The primary beam transport leg 241 is slidably connected so that the secondary beam transport leg 242 can move relative to the primary beam transport leg 241 along the length direction of the primary beam transport leg 241, thereby realizing the utilization of telescopic beam transport support The position of the legs 240 to the beam transporter 200 is fixed.
伸缩式运梁支腿240还包括运梁支腿横梁243,运梁支腿横梁243用于将一级运梁支腿241与运梁主梁210连接,运梁支腿横梁243水平设置且与运梁主梁210连接,一级运梁支腿241固定于运梁支腿横梁243的两端。The telescopic type transport beam support leg 240 also includes transport beam support leg crossbeam 243, transport beam support leg crossbeam 243 is used to connect the first-level transport beam support leg 241 with transport beam main beam 210, transport beam support leg crossbeam 243 is horizontally arranged and connected with The main girder 210 of the transporting beam is connected, and the first-stage transporting beam supporting leg 241 is fixed on the two ends of the transporting beam supporting leg crossbeam 243 .
其中,运梁支腿横梁243的中点固定于运梁主梁210上,并且运梁支腿横梁243垂直于运梁主梁210设置,运梁支腿横梁243两端分别连接一级运梁支腿241,一级运梁支腿241分别垂直于运梁支腿横梁243设置。二级运梁支腿242穿设于一级运梁支腿241支腿内,二级运梁支腿242与运梁支腿液压油缸连接,并且控制二级运梁支腿242沿一级运梁支腿241的长度方向移动。Wherein, the midpoint of the outrigger crossbeam 243 is fixed on the main beam 210, and the outrigger crossbeam 243 is arranged perpendicular to the main beam 210, and the two ends of the outrigger crossbeam 243 are respectively connected to the first-level girder. The supporting legs 241 and the primary beam transporting legs 241 are arranged perpendicular to the beam transporting beams 243 respectively. The secondary beam transport leg 242 is installed in the primary beam transport leg 241, and the secondary beam transport leg 242 is connected with the hydraulic oil cylinder of the beam transport leg, and controls the secondary beam transport leg 242 to move along the first level. The length direction of the beam leg 241 moves.
伸缩式运梁支腿240还包括运梁支腿连接系244,运梁支腿连接系244为三角架结构,且分别与一级运梁支腿241、二级运梁支腿242和运梁支腿横梁243固定连接。梁支腿连接系起到支撑和固定一级运梁支腿241、二级运梁支腿242、运梁支腿横梁243的作用。The telescopic beam transporting leg 240 also includes the beam transporting leg connecting system 244, and the beam transporting leg connecting system 244 is a tripod structure, and is connected with the primary beam transporting leg 241, the secondary beam transporting leg 242 and the beam transporting leg respectively. The outrigger beam 243 is fixedly connected. The connecting system of the beam supporting legs plays the role of supporting and fixing the primary beam transporting legs 241, the secondary transporting beam supporting legs 242, and the beam transporting beam supporting legs crossbeam 243.
伸缩式运梁支腿240还包括运梁球铰底座245,运梁球铰底座245固定于二级运梁支腿242底部。The telescopic beam transporting leg 240 also includes a beam transporting spherical hinge base 245 , and the beam transporting spherical hinge base 245 is fixed on the bottom of the secondary beam transporting leg 242 .
在本实用新型实施例中,由于伸缩式运梁支腿240能够沿其长度方向伸长或缩短,前导梁支腿120和中导梁支腿130能够沿导梁主梁110的长度方向移动,后导梁支腿140能够沿导梁主梁110的长度方向翻转,因此,伸缩式运梁支腿240、前导梁支腿120、中导梁支腿130和后导梁支腿140能够配合实现导梁机100在各个待架设的桥墩之间移动,仅通过运梁机200和导梁机100即可实现导梁机100在各个待架设的桥墩之间移动,无需增加辅助设备使导梁机100移动至架梁工位。In the embodiment of the present utility model, since the telescopic beam transport leg 240 can be extended or shortened along its length direction, the front guide beam leg 120 and the middle guide beam leg 130 can move along the length direction of the guide beam main beam 110, The rear guide beam support leg 140 can be overturned along the length direction of the guide beam main beam 110, therefore, the telescopic transport beam support leg 240, the front guide beam support leg 120, the middle guide beam support leg 130 and the rear guide beam support leg 140 can cooperate to realize The beam guide machine 100 moves between the bridge piers to be erected, and the beam guide machine 100 can move between the bridge piers to be erected only through the beam transport machine 200 and the beam guide machine 100, without adding auxiliary equipment to make the beam guide machine 100 moves to the beam erection station.
为了能够使伸缩式运梁支腿240能够适应坡道,在本实用新型实施例中,伸缩式运梁支腿240的顶端与运梁主梁210转动连接,以使伸缩式运梁支腿240在运梁主梁210下方沿运梁主梁210的长度方向摆动。并且,伸缩式运梁支腿240与运梁主梁210之间设有运梁斜支撑梁246。In order to enable the telescopic beam transport leg 240 to adapt to the ramp, in the embodiment of the utility model, the top of the telescopic beam transport leg 240 is rotatably connected to the main beam 210 of the transport beam, so that the telescopic beam transport leg 240 Swing along the length direction of the beam transport main beam 210 below the beam transport main beam 210 . Moreover, a beam-transporting oblique support beam 246 is provided between the telescopic beam-transporting outrigger 240 and the beam-transporting main beam 210 .
在本实用新型的一个实施例中,运梁斜支撑梁246与运梁主梁210固定连接,运梁斜支撑梁246与伸缩式运梁支腿240铰接连接,运梁斜支撑梁246可沿其长度方向伸缩,以改变伸缩式运梁支腿240与运梁主梁210之间的角度。具体地,运梁斜支撑梁246的底端与二级运梁支腿242的下端铰接连接,运梁斜支撑梁246通过运梁斜液压油缸与运梁主梁210固定连接,液压油缸能够驱动运梁斜支撑梁246进行伸缩运动,从而能够改变伸缩式运梁支腿240与运梁主梁210之间的角度。In one embodiment of the present utility model, the oblique support beam 246 of the transport beam is fixedly connected with the main girder 210 of the transport beam, and the inclined support beam 246 of the transport beam is hingedly connected with the telescopic support leg 240 of the transport beam, and the inclined support beam 246 of the transport beam can be moved along Its length direction expands and contracts to change the angle between the telescopic beam transporting outrigger 240 and the beam transporting main beam 210 . Specifically, the bottom end of the oblique support beam 246 is hingedly connected with the lower end of the secondary beam support leg 242, the oblique support beam 246 is fixedly connected with the main beam 210 through the oblique hydraulic cylinder, and the hydraulic cylinder can drive The oblique supporting beam 246 of the beam transporting can perform telescopic movement, so that the angle between the telescopic beam transporting outrigger 240 and the main beam 210 of the beam transporting can be changed.
在本实用新型的另一个实施例中,运梁斜支撑梁246的一端与运梁主梁210铰接连接,伸缩式运梁支腿240上设有多个连接点,运梁斜支撑梁246的另一端能够与不同的连接点连接,以改变伸缩式运梁支腿240与运梁主梁210之间的角度。具体地,伸缩式运梁支腿240的一级运梁支腿241和二级运梁支腿242上沿其长度方向设有多个连接点,运梁斜支撑梁246通过与不同的连接点连接,以改变伸缩式运梁支腿240与运梁主梁210之间的角度。其中,连接点可以为插槽,运梁斜支撑梁246通过插设于插槽中,以与不同的插槽连接。In another embodiment of the present utility model, one end of the inclined support beam 246 of the transport beam is hingedly connected with the main beam 210 of the transport beam. The other end can be connected with different connection points, so as to change the angle between the telescopic beam transport outrigger 240 and the beam transport main beam 210 . Specifically, a plurality of connection points are provided along the length direction of the first-level beam movement outrigger 241 and the second-level beam movement outrigger 242 of the telescopic beam movement outrigger 240, and the beam movement oblique support beam 246 passes through different connection points connected to change the angle between the telescopic beam transporting legs 240 and the beam transporting main beam 210. Wherein, the connection point may be a slot, and the inclined support beam 246 is inserted into the slot to connect with different slots.
如图13所示,运梁机200还包括台车连接机构250,台车连接机构250固定于运梁主梁210的下表面,并且位于前行车系统和伸缩式运梁支腿240之间,用于与导梁机100的台车连接,以对导梁机100进行运输和位置固定。具体地,台车连接机构250包括台车连接部251和运梁连接部252,台车连接部251与台车悬挂机构154连接,运梁连接部252连接台车连接部251与运梁主梁210。运梁连接部252固定于运梁主梁210的底部,具体地,运梁连接部252可以通过运梁连接液压油缸与运梁主梁210连接,并且可沿竖直方向做伸缩运动。台车连接部251可移动地设置于运梁连接部252的底部,具体地,台车连接部251可以通过台车连接液压油缸与运梁连接部252连接,并且可沿运梁主梁210长度方向移动。因此,运梁连接部252能够带动台车连接部251上下移动,以调整台车连接部251高度,台车连接部251能够沿运梁主梁210前后移动,以与多功能台车150连接或解除连接。As shown in Figure 13, the beam transport machine 200 also includes a trolley connection mechanism 250, the trolley connection mechanism 250 is fixed on the lower surface of the beam transport main beam 210, and is located between the front driving system and the telescopic beam transport leg 240, It is used to connect with the trolley of the beam guide machine 100 to transport and fix the position of the beam guide machine 100 . Specifically, the trolley connection mechanism 250 includes a trolley connection part 251 and a beam transportation part 252, the trolley connection part 251 is connected with the trolley suspension mechanism 154, and the trolley connection part 252 is connected with the trolley connection part 251 and the beam transportation main beam 210. The beam connecting part 252 is fixed on the bottom of the beam main beam 210, specifically, the beam connecting part 252 can be connected with the beam main beam 210 through the beam connecting hydraulic cylinder, and can do telescopic movement in the vertical direction. The trolley connection part 251 is movably arranged at the bottom of the beam transportation connection part 252. Specifically, the trolley connection part 251 can be connected with the beam transportation connection part 252 through the trolley connection hydraulic cylinder, and can be moved along the length of the beam transportation main beam 210. direction to move. Therefore, the beam transporting connecting portion 252 can drive the trolley connecting portion 251 to move up and down to adjust the height of the trolley connecting portion 251, and the trolley connecting portion 251 can move back and forth along the beam transporting main beam 210 to be connected with the multifunctional trolley 150 or Disconnect.
下面,根据图17-31所示,以将导梁机安装于架梁工位的方法为例,对采用了本实用新型实施例的具有可旋转的中导梁支腿的导梁机的运架一体机的操作方法进行说明。Next, as shown in Figures 17-31, taking the method of installing the beam guide machine on the beam erecting station as an example, the operation of the beam guide machine with rotatable middle guide beam legs that adopts the embodiment of the present invention is described. How to operate the all-in-one machine.
当导梁机100被运梁机200运输至架梁工位320附近时,导梁机100的中导梁支腿130悬挂于导梁主梁110前端的前悬挂装置170的底面,导梁机100的多功能台车150紧靠运梁机200的前行走系统220设置,导梁机100的前导梁支腿120靠近多功能台车150设置,导梁机100的后导梁支腿140水平设置于导梁主梁110的后端。此时,运梁机200与导梁机100配合,将导梁机100安装于架梁工位320的具体方法包括如下步骤:When the beam guide machine 100 is transported to the vicinity of the beam erecting station 320 by the beam transporter 200, the middle guide beam leg 130 of the beam guide machine 100 is suspended on the bottom surface of the front suspension device 170 at the front end of the guide beam main beam 110, and the beam guide machine The multi-function trolley 150 of 100 is set close to the front walking system 220 of the beam transporter 200, the front guide beam support leg 120 of the beam guide machine 100 is set close to the multi-function trolley 150, and the rear guide beam support leg 140 of the beam guide machine 100 is horizontal It is arranged at the rear end of the main beam 110 of the guide beam. At this time, the beam transporting machine 200 cooperates with the beam guiding machine 100, and the specific method for installing the beam guiding machine 100 on the beam erecting station 320 includes the following steps:
S1、驱动导梁机100的导梁主梁110移动,使导梁主梁110的前端移动至靠近运梁机200的第二个待架设的桥墩330上方,并且导梁机100的中导梁支腿130支撑于第二个待架设的桥墩330。其中,驱动导梁主梁110移动时,导梁主梁110始终穿设于运梁机200的前行走系统220内,以保持导梁主梁110水平设置,防止导梁机100的后端上倾,使导梁主梁110始终处于水平状态。S1. Drive the guide beam main beam 110 of the beam guide machine 100 to move, so that the front end of the guide beam main beam 110 moves to the top of the second pier 330 to be erected close to the beam transport machine 200, and the middle guide beam of the beam guide machine 100 The legs 130 are supported on the second pier 330 to be erected. Wherein, when driving the main beam 110 of the guide beam to move, the main beam 110 of the guide beam is always installed in the front walking system 220 of the beam transporter 200, so as to keep the main beam 110 of the guide beam set horizontally and prevent the rear end of the beam guide machine 100 from Tilt so that the guide beam main girder 110 is always in a horizontal state.
在本实用新型实施例中,驱动导梁主梁110移动的方法为利用导梁机100的多功能台车150驱动导梁主梁110沿导梁主梁110的长度方向移动。In the embodiment of the present utility model, the method of driving the main beam 110 of the guide beam to move is to use the multifunctional trolley 150 of the beam guide machine 100 to drive the main beam 110 of the guide beam to move along the length direction of the main beam 110 of the guide beam.
首先,如图17所示,多功能台车150通过其相对移动机构驱动导梁主梁110向前移动,使导梁主梁110的前端伸入架梁工位320(即伸出靠近运梁机200的第一个待架设的桥墩350)。此时,前悬挂装置170的卷扬机将中导梁支腿130由前悬挂装置170的导梁起升架放下,使中导梁支腿130位于导梁主梁110的前端下方。然后,如图18所示,多功能台车150继续驱动导梁主梁110向前移动至导梁主梁110移动至刚好完全覆盖架梁工位320(即导梁主梁110的前端移动到第二个待架设的桥墩330上方),同时中导梁支腿130向后移动,保证中导梁支腿130相对于运梁机200的位置不变。此时,如图19所示,中导梁支腿130沿导梁主梁110的长度方向向前移动至第二个待架设的桥墩330的位置,中导梁支腿130的中中节柱133向下伸出,使中下节柱134支撑于第二个待架设的桥墩330上。First, as shown in FIG. 17 , the multifunctional trolley 150 drives the main beam 110 of the guide beam to move forward through its relative moving mechanism, so that the front end of the main beam 110 of the guide beam extends into the beam erecting station 320 (that is, protrudes near the beam transporting station 320 ). The first bridge pier 350 to be erected of machine 200). Now, the winch of the front suspension device 170 puts the middle guide beam support leg 130 down by the guide beam lifting frame of the front suspension device 170, so that the middle guide beam support leg 130 is positioned at the front end of the guide beam main beam 110 below. Then, as shown in Figure 18, the multi-function trolley 150 continues to drive the guide beam main beam 110 to move forward until the guide beam main beam 110 moves to just completely cover the beam erecting station 320 (that is, the front end of the guide beam main beam 110 moves to Above the second pier 330 to be erected), while the middle guide beam support leg 130 moves backward to ensure that the position of the middle guide beam support leg 130 relative to the beam transporter 200 remains unchanged. At this time, as shown in Figure 19, the middle guide beam support leg 130 moves forward along the length direction of the guide beam main girder 110 to the position of the second pier 330 to be erected, and the middle section column of the middle guide beam support leg 130 133 protrudes downwards, so that the middle and lower section columns 134 are supported on the second pier 330 to be erected.
S2、继续驱动导梁机100的导梁主梁110移动,使导梁主梁110的前端继续移动至第二个待架设的桥墩330和靠近运梁机200的第三个待架设的桥墩340之间。其中,如图20所示,导梁主梁110的前端移动到架梁工位320之间(即第二个待架设的桥墩330和第三个待架设的桥墩340之间)。S2, continue to drive the guide beam main girder 110 of the beam guide machine 100 to move, so that the front end of the guide beam main girder 110 continues to move to the second pier 330 to be erected and the third pier 340 to be erected near the beam transporter 200 between. Wherein, as shown in FIG. 20 , the front end of the main girder 110 of the guide girder moves between the girder erecting stations 320 (that is, between the second pier 330 to be erected and the third pier 340 to be erected).
S3、多功能台车150沿导梁主梁110向前移动,使多功能台车150的整体式车架152后端与搭载运梁机200的桥面310的前端相接。S3. The multifunctional trolley 150 moves forward along the main girder 110 of the guide beam, so that the rear end of the integral frame 152 of the multifunctional trolley 150 is connected to the front end of the bridge deck 310 carrying the beam transporter 200 .
具体地,如图21所示,前导梁支腿120和多功能台车150同步地沿导梁主梁110向导梁主梁110的前端移动,以使前导梁支腿120移动至中导梁支腿130的前端,多功能台车150移动至其整体式车架152的后端紧靠搭载运梁机200的桥面310的位置。Specifically, as shown in FIG. 21 , the front leading beam legs 120 and the multifunctional trolley 150 move synchronously along the leading beam main beam 110 to the front end of the guiding beam main beam 110 so that the leading leading beam legs 120 move to the middle leading beam support. The front end of the leg 130 , the multifunctional trolley 150 moves to the position where the rear end of its integral vehicle frame 152 is close to the bridge deck 310 carrying the beam transporter 200 .
S4、整体式车架152向下移动,使整体式车架152的支撑平台153的顶面与桥面平齐。S4. The integral vehicle frame 152 moves downward, so that the top surface of the supporting platform 153 of the integral vehicle frame 152 is flush with the bridge surface.
具体地,如图22所示,多功能台车150的整体式车架152相对于搭载运梁机200的桥面310向下移动,以使整体式车架152的两侧的支撑平台153的顶面与搭载运梁机200桥面的表面平齐。Specifically, as shown in FIG. 22 , the integral vehicle frame 152 of the multifunctional trolley 150 moves downward relative to the bridge deck 310 carrying the beam transporter 200 , so that the support platforms 153 on both sides of the integral vehicle frame 152 The top surface is flush with the surface of the bridge deck carrying the beam transporter 200 .
S5、驱动导梁主梁110移动,使导梁主梁110的前端移动至第三个待架设的桥墩340上,并且导梁机100的前导梁主梁110移动并支撑于第三个待架设的桥墩340。S5. Drive the main beam 110 of the guide beam to move, so that the front end of the main beam 110 of the guide beam moves to the third pier 340 to be erected, and the main beam 110 of the front guide beam of the beam guide machine 100 moves and is supported on the third pier to be erected. pier 340.
首先,如图23所示,运梁机200向前移动,使运梁机200的前行走系统220的前端与桥面的前端对齐(即与多功能台车150的整体式车架152的后端贴合)。然后,如图24所示,多功能台车150继续驱动导梁主梁110向前移动,使导梁主梁110的前端移动至第三个待架设的桥墩340上。同时,中导梁支腿130相对于导梁主梁110向后移动,使中导梁支腿130保持支撑于第二个待架设的桥墩330上。此时,如图25所示,前运梁支腿沿导梁主梁110向前移动至第三个待架设的桥墩340的位置,并且前导梁主梁110的上下滑动柱123向下伸出,使前导梁主梁110支撑于第三个待架设的桥墩340上。First, as shown in FIG. 23 , the beam transporter 200 moves forward so that the front end of the front walking system 220 of the beam transporter 200 is aligned with the front end of the bridge deck (that is, with the rear of the integral frame 152 of the multifunctional trolley 150 ). end fitting). Then, as shown in FIG. 24 , the multifunctional trolley 150 continues to drive the main girder 110 to move forward, so that the front end of the main girder 110 moves to the third pier 340 to be erected. At the same time, the middle guide beam leg 130 moves backward relative to the guide beam main girder 110 , so that the middle guide beam leg 130 remains supported on the second pier 330 to be erected. At this time, as shown in Figure 25, the front beam supporting legs move forward along the main girder 110 to the position of the third pier 340 to be erected, and the upper and lower sliding columns 123 of the main girder 110 of the leading girder extend downward. , so that the leading girder girder 110 is supported on the third pier 340 to be erected.
S6、运梁机200的前行走系统220移动至支撑平台153上,并且由多功能台车150带动运梁机200沿导梁主梁110向前移动,使运梁机200的伸缩式运梁支腿240支撑于第二个待架设的桥墩330。其中,多功能台车150带动运梁机200沿导梁主梁110向前移动时,运梁机200的台车连接机构250与台车悬挂结构连接。S6. The front walking system 220 of the beam transporter 200 moves to the support platform 153, and the multifunctional trolley 150 drives the beam transporter 200 to move forward along the guide beam main beam 110, so that the telescopic beam transporter 200 The legs 240 are supported on the second pier 330 to be erected. Wherein, when the multifunctional trolley 150 drives the beam transporter 200 to move forward along the main girder 110 of the guide beam, the trolley connection mechanism 250 of the beam transporter 200 is connected to the suspension structure of the trolley.
具体地,如图26所示,多功能台车150带动运梁机200向前移动,以使多功能台车150和前行走系统220位于第二个待架设的桥墩330的前端,同时使伸缩式运梁支腿240到第二个待架设的桥墩330的位置。此时,如图27所示,伸缩式运梁支腿240的二级运梁支腿242向下伸出,使伸缩式运梁支腿240支撑于第二个待架设的桥墩330上。Specifically, as shown in Figure 26, the multifunctional trolley 150 drives the beam transporter 200 to move forward, so that the multifunctional trolley 150 and the front walking system 220 are located at the front end of the second bridge pier 330 to be erected, and at the same time the telescopic Type transport beam support leg 240 to the position of the second bridge pier 330 to be erected. At this time, as shown in FIG. 27 , the secondary beam-moving leg 242 of the telescopic beam-transporting leg 240 extends downward, so that the telescopic beam-traveling leg 240 is supported on the second pier 330 to be erected.
S7、驱动导梁主梁110移动,使导梁主梁110的后端与桥面的前端相接,并且导梁机100的后导梁支腿140支撑于靠近运梁机200的第一个待架设的桥墩350,以完成将导梁机100安装于架梁工位320。S7. Drive the main beam 110 of the guide beam to move, so that the rear end of the main beam 110 of the guide beam is connected to the front end of the bridge deck, and the rear guide beam support leg 140 of the beam guide machine 100 is supported on the first one close to the beam transport machine 200 The bridge pier 350 to be erected is used to complete the installation of the beam guiding machine 100 on the beam erecting station 320 .
在本实用新型实施例中,后导梁支腿140支撑于第一个待架设的桥墩350的方法包括:In the embodiment of the present utility model, the method for supporting the rear guide beam leg 140 on the first pier 350 to be erected includes:
S71、驱动导梁主梁110移动,使导梁主梁110的后端移动至与桥面的前端之间的距离大于后导梁支腿140的长度。S71 , driving the main beam 110 of the guide beam to move, so that the distance between the rear end of the main beam 110 of the guide beam and the front end of the bridge deck is greater than the length of the legs 140 of the rear guide beam.
S72、后导梁支腿140向下翻转使其竖直设置。S72. The rear guide beam leg 140 is turned downwards to be vertically set.
S73、驱动导梁主梁110移动,使后导梁支腿140位于第一个待架设的桥墩350的位置,并且支撑于第一个待架设的桥墩350上。S73 , driving the guide girder main girder 110 to move, so that the rear guide beam outrigger 140 is located at the position of the first bridge pier 350 to be erected and supported on the first bridge pier 350 to be erected.
具体地,如图28所示,多功能台车150驱动导梁主梁110继续向前移动,使导梁主梁110的后端远离搭载运梁机200的桥面310的前端。当导梁主梁110的后端与搭载运梁机200的桥面310的前端之间的距离大于后导梁支腿140的长度时,如图29所示,旋转后导梁支腿140,使后导梁支腿140竖直设置于导梁主梁110的下方。然后,如图30所示,多功能台车150驱动导梁主梁110向后移动,使后导梁支腿140位于第一个待架设的桥墩350的位置,此时,后导梁支腿140的后滑动节142向下伸出,使后导梁支腿140支撑于第一个待架设的桥墩350上。Specifically, as shown in FIG. 28 , the multifunctional trolley 150 drives the guide girder main girder 110 to continue moving forward, so that the rear end of the guide girder main girder 110 is away from the front end of the bridge deck 310 on which the beam transporter 200 is mounted. When the distance between the rear end of the guide beam main girder 110 and the front end of the bridge deck 310 carrying the beam transporter 200 is greater than the length of the rear guide beam support leg 140, as shown in Figure 29, the rear guide beam support leg 140 is rotated, The rear guide beam leg 140 is vertically arranged below the guide beam main beam 110 . Then, as shown in Figure 30, the multifunctional trolley 150 drives the main girder 110 of the guide beam to move backward, so that the rear guide beam support leg 140 is positioned at the position of the first pier 350 to be erected. The rear sliding joint 142 of 140 protrudes downwards, so that the rear guide beam support leg 140 is supported on the first pier 350 to be erected.
在本实用新型实施例中,将导梁机100安装于架梁工位320后,还包括:In the embodiment of the present utility model, after the beam guide machine 100 is installed in the beam erecting station 320, it also includes:
S8、多功能台车150沿导梁主梁110向后移动至整体式车架152后端与搭载运梁机200的桥面310的前端相接。如图31所示,能够方便运梁机200向后移动离开导梁机100,并运行至梁场运输箱梁。S8. The multifunctional trolley 150 moves backward along the guide beam main girder 110 to the rear end of the integral vehicle frame 152 and connects with the front end of the bridge deck 310 carrying the beam transporter 200 . As shown in FIG. 31 , it is convenient for the beam transporter 200 to move backward away from the beam guide machine 100 and run to the beam yard to transport the box girder.
综上所述,本实用新型的具有可旋转的中导梁支腿的导梁机,其中导梁支腿的中下节柱位于中导梁支腿的底端,中下节柱能够旋转以改变中下节柱与导梁主梁在水平方向的夹角,以满足曲线架梁的需求。同时,中导梁支腿还可以沿导梁主梁的长度方向移动,以使中导梁支腿能够支撑导梁主梁的任意位置,以在箱梁架设时配合导梁主梁的移动,顺利完成桥梁架设工作。In summary, the utility model has a rotatable middle guide beam guide beam machine, wherein the middle and lower section columns of the guide beam support legs are located at the bottom end of the middle guide beam support legs, and the middle and lower section columns can be rotated to Change the angle between the middle and lower section columns and the main beam of the guide beam in the horizontal direction to meet the needs of curved beams. At the same time, the legs of the middle guide beam can also move along the length direction of the main beam of the guide beam, so that the legs of the middle guide beam can support any position of the main beam of the guide beam, so as to cooperate with the movement of the main beam of the guide beam when the box girder is erected. The bridge erection work was successfully completed.
最后应说明的是:以上实施例仅用以说明本实用新型的技术方案,而非对其限制;尽管参照前述实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型各实施例技术方案的精神和范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present utility model, and are not intended to limit it; although the utility model has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements for some of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions deviate from the spirit of the technical solutions of the various embodiments of the present invention. and range.
Claims (10)
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| CN110273382A (en) * | 2018-03-17 | 2019-09-24 | 中铁第五勘察设计院集团有限公司 | Guide girder machine with rotatable middle nose girder supporting leg |
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| CN110273382A (en) * | 2018-03-17 | 2019-09-24 | 中铁第五勘察设计院集团有限公司 | Guide girder machine with rotatable middle nose girder supporting leg |
| CN110273382B (en) * | 2018-03-17 | 2024-08-27 | 中铁第五勘察设计院集团有限公司 | Guide beam machine with rotatable middle guide beam legs |
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