CN209892201U - Station-crossing device of shield machine host - Google Patents
Station-crossing device of shield machine host Download PDFInfo
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- CN209892201U CN209892201U CN201920537575.5U CN201920537575U CN209892201U CN 209892201 U CN209892201 U CN 209892201U CN 201920537575 U CN201920537575 U CN 201920537575U CN 209892201 U CN209892201 U CN 209892201U
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Abstract
Description
技术领域technical field
本实用新型涉及盾构机运输技术领域,具体涉及一种盾构机主机过站装置。The utility model relates to the technical field of shield machine transportation, in particular to a station passing device of a shield machine host.
背景技术Background technique
在盾构机施工线路中断时,一般采用吊拉设备经盾构机吊装口将盾构机组件吊出地面,经由地面运输设备将盾构机运输至新的施工点,然后再次采用吊拉设备将盾构机组件从盾构机吊装口下放至新的盾构开掘位置后,重新组装盾构机。When the construction line of the shield machine is interrupted, lifting equipment is generally used to hoist the shield machine components out of the ground through the hoisting port of the shield machine, and the shield machine is transported to a new construction point through ground transportation equipment, and then the lifting equipment is used again. After lowering the shield machine components from the shield machine hoisting port to the new shield excavation position, reassemble the shield machine.
由于隧道开挖的工程量大,作业工序复杂,尤其是市内地铁施工时的影响因素更多。由于周边环境及施工工序需要,在某些车站或换乘车站等处可能出现盾构机吊装口提前封闭的情况,这时就不能采用吊装并运输的方式实现盾构机的挪移。此时,需要在车站内挪动盾构机进行平移施工或过站施工。过站施工与平移施工的区别是:过站施工需要将主机顶升一定高度然后进行车站内长距离平移并再次顶升下降;平移施工一般指在一个平面进行移动。Due to the large amount of tunnel excavation and complicated operation procedures, there are more influencing factors especially during the construction of subways in the city. Due to the needs of the surrounding environment and construction procedures, in some stations or transfer stations, the hoisting port of the shield machine may be closed in advance. At this time, the shield machine cannot be moved by hoisting and transporting. At this time, it is necessary to move the shield machine in the station for translational construction or construction over the station. The difference between station-passing construction and translational construction is that the mainframe needs to be jacked up to a certain height in station-passing construction, and then moved for a long distance in the station and then lifted and lowered again; translational construction generally refers to moving on a plane.
一般的,盾构机整机长度9.5米,直径6.4米的重量约350吨,而该类型的盾构隧道的车站的断面尺寸一般为8米×7米,尤其是某些车站的存在斜角,盾构机在在狭小空间内进行上述重复施工是非常困难的。In general, the length of the shield machine is 9.5 meters, and the weight is about 350 tons with a diameter of 6.4 meters, and the cross-sectional size of the station of this type of shield tunnel is generally 8 meters × 7 meters, especially the existence of oblique angles in some stations. , it is very difficult for the shield machine to carry out the above repeated construction in a small space.
实用新型内容Utility model content
本实用新型的发明目的是提供一种盾构机主机过站装置,以解决盾构机在地下隧道内平移困难、平移效率低的技术问题。The purpose of the invention of the present utility model is to provide a shield machine main engine passing device, so as to solve the technical problems of difficult translation and low translation efficiency of the shield machine in the underground tunnel.
为解决上述技术问题,本实用新型采用如下技术方案:In order to solve the above-mentioned technical problems, the utility model adopts the following technical solutions:
设计一种盾构机主机过站装置,包括承托模块和用于与所述盾构机固定在一起的盾构机固定模块;所述承托模块包括承托台和多根辊形轮,所述辊形轮与承托台滚动摩擦连接;所述盾构机固定模块设置在所述承托模块上方,并能够与所述承托模块可拆卸连接在一起,且使所述盾构机的最低点高于所述辊形轮的最低点,在所述盾构机固定模块上还设有用于与顶升器配合的顶升位,所述顶升位设置在所述承托模块与所述盾构机固定模块连接处的避让位置,以使当所述顶升器顶升所述盾构机固定模块高于所述承托模块时,所述盾构机固定模块和设置在其下方的所述承托模块能够可拆卸连接在一起。A shield machine host passing device is designed, which includes a support module and a shield machine fixing module for fixing with the shield machine; the support module includes a support table and a plurality of roller wheels, The roller-shaped wheel is connected with the support platform by rolling friction; the shield machine fixing module is arranged above the support module, and can be detachably connected with the support module, and makes the shield machine The lowest point of the shield machine is higher than the lowest point of the roller wheel, and a jacking position for cooperating with a jack is also provided on the shield machine fixing module, and the jacking position is arranged between the support module and the jack. The avoidance position of the connection of the shield machine fixing module, so that when the jacking device lifts the shield machine fixing module higher than the supporting module, the shield machine fixing module and the shield machine fixing module are arranged at the same position. The lower supporting modules can be detachably connected together.
优选的,在所述顶升位上安装有所述顶升器,所述顶升器能够支撑所述盾构机固定模块高于所述承托模块。Preferably, the jacking device is installed on the jacking position, and the jacking device can support the fixing module of the shield machine to be higher than the supporting module.
优选的,所述承托台上还设有用于连接牵拉绳的牵拉位。Preferably, the supporting platform is further provided with a pulling position for connecting the pulling rope.
优选的,所述承托台的底面设有辊形轮摩擦槽,设置在所述辊形轮摩擦槽内的所述辊形轮通过轴销与所述承托台活动连接在一起,所述辊形轮为光面钢棒,所述光面钢棒ø60mm~ø100mmPreferably, the bottom surface of the support table is provided with a roller-shaped wheel friction groove, and the roller-shaped wheel arranged in the roller-shaped wheel friction groove is movably connected to the support table through a shaft pin. The roller wheel is a smooth steel rod, the smooth steel rod is ø60mm~ø100mm
进一步的,所述辊形轮有至少6个。Further, there are at least 6 roller wheels.
进一步的,在所述辊形轮摩擦槽与所述光面钢棒的连接处设有润滑脂。Further, grease is provided at the connection between the friction groove of the roller wheel and the smooth steel bar.
与现有技术相比,本实用新型的有益效果包括:采用承托模块,能够降低移动盾构机主机的磨擦阻力,平移效率高;采用盾构机固定模块,能够实现盾构机主机与承托模块的固定,避免柱形的盾构机主机侧向滚动和移动过程中与承托模块的相对滑动,安全性高。Compared with the prior art, the beneficial effects of the present utility model include: by adopting the supporting module, the frictional resistance of the main body of the mobile shield machine can be reduced, and the translation efficiency is high; The fixing of the supporting module avoids the relative sliding of the cylindrical shield machine main body and the supporting module during the lateral rolling and moving process, and the safety is high.
附图说明Description of drawings
图1为本实用新型的实施例1中一种盾构机主机过站装置安装在盾构机主机上的前视图。FIG. 1 is a front view of a shield machine main machine passing device installed on the shield machine main machine in Embodiment 1 of the present utility model.
图2为图1的左视图。FIG. 2 is a left side view of FIG. 1 .
图3为本实用新型的实施例2中一种盾构机主机过站装置安装在盾构机主机上的前视图。FIG. 3 is a front view of a shield machine main machine passing device installed on the shield machine main machine in Embodiment 2 of the present utility model.
图4为图3的左视图。FIG. 4 is a left side view of FIG. 3 .
图5为本实用新型一种盾构机主机过站装置的前视透视图。Figure 5 is a front perspective view of a shield machine main engine passing device of the present invention.
图6为图5的左视透视图。FIG. 6 is a left perspective view of FIG. 5 .
图7为图6的仰视透视图。FIG. 7 is a bottom perspective view of FIG. 6 .
图8为图7中的承托台的透视图。FIG. 8 is a perspective view of the support table of FIG. 7 .
图中,1-盾构机,11-前盾,12-中盾,13-盾尾,2-盾构机固定模块,3-承托模块,31-承托台,311-辊形轮摩擦槽,312-牵拉位,313-螺栓孔,314-轴销孔,32-辊形轮,321-轴销槽,33-轴销,4-顶升器。In the figure, 1-shield machine, 11-front shield, 12-middle shield, 13-shield tail, 2-shield machine fixed module, 3-support module, 31-support platform, 311-roller wheel friction Slot, 312-pulling position, 313-bolt hole, 314-shaft pin hole, 32-roller wheel, 321-shaft pin groove, 33-shaft pin, 4-lifter.
具体实施方式Detailed ways
下面结合附图和实施例来说明本实用新型的具体实施方式,但以下实施例只是用来详细说明本实用新型,并不以任何方式限制本实用新型的范围。The specific embodiments of the present utility model will be described below in conjunction with the accompanying drawings and examples, but the following examples are only used to describe the present utility model in detail, and do not limit the scope of the present utility model in any way.
参见图2,盾构机1具有前盾11、中盾12和盾尾13。Referring to FIG. 2 , the shield machine 1 has a front shield 11 , a middle shield 12 and a shield tail 13 .
实施例1:一种盾构机主机过站装置,参见图1-2和图5-8,包括承托模块3和用于与盾构机1固定在一起的盾构机固定模块2。Embodiment 1: A shield machine host passing device, see Fig. 1-2 and Fig. 5-8 , including a support module 3 and a shield
承托模块3包括承托台31和多根辊形轮32,辊形轮32与承托台31滚动摩擦连接。The support module 3 includes a support table 31 and a plurality of
盾构机固定模块2设置在承托模块3上方,并能够与所述承托模块3可拆卸连接在一起,当盾构机1通过盾构机固定模块2与承托模块3固定在一起时,盾构机1的最低点高于辊形轮32的最低点,且承托模块2的辊形轮32都能够与平移支撑面相接触。The shield
在盾构机固定模块2上还设有用于与顶升器4配合的顶升位,顶升位设置在承托模块3与盾构机固定模块2连接处的避让位置,以使当顶升器4顶升盾构机固定模块2高于承托模块3时,盾构机固定模块2和设置在其下方的承托模块3能够可拆卸连接在一起。参见图1-2和图5-7,本施例中,盾构机固定模块2与承托模块3通过螺栓连接在一起。在承托台31上设有螺栓穿孔313,在盾构机固定模块2上的对应位置也设有第一螺栓穿孔,螺栓连接件穿过螺栓穿孔313和第一螺栓穿孔将盾构机固定模块2与承托模块3连接在一起。The shield
根据需要可改进的,在顶升位上安装有顶升器4,顶升器4能够支撑盾构机固定模块2高于承托模块3。It can be improved as required, and a jacking device 4 is installed on the jacking position, and the jacking device 4 can support the
根据需要可改进的,承托台31上还设有用于连接牵拉绳的牵拉位312。图7中,牵拉位312为穿孔,便于固定牵拉绳,牵拉位312还可以是挂钩、栓柱,均能方便固定牵拉绳。As required, the
根据需要可选的,所述承托台31的底面设有辊形轮摩擦槽311,设置在辊形轮摩擦槽311内的辊形轮32通过轴销33与承托台31活动连接在一起。具体的,在辊形轮32的两端面设有轴销槽321,轴销槽321最好与辊形轮32共轴设置,辊形轮摩擦槽311为与辊形轮32匹配的圆弧面,在承托台31的对应于辊形轮摩擦槽311的轴线上设有轴销孔314,轴销33穿过轴销孔314伸入轴销槽321内,轴销33与轴销槽321间隙配合,以避免阻挡辊形轮32在辊形辊摩擦槽内转动,也利于添加润滑脂,例如锂基润滑脂,轴销33与轴销孔314紧配合。辊形轮32为光面钢棒,光面钢棒ø60mm~ø100mm。进一步优选的,辊形轮有至少6个,辊形轮摩擦槽311数量与辊形辊数量相匹配。Optionally, the bottom surface of the support table 31 is provided with a roller-shaped
参见图1-2,盾构机固定模块2为条形,当其与盾构机1固定在一起时,其与盾构机1最低点的垂直距离≥0,这样,可以两块盾构固定模块2设置在盾构机1的两侧,并将盾构固定模块2与盾构机1焊接固定在一起,然后采用顶升器4顶升盾构机固定模块2,将承托模块3推至盾构机固定模块2下方并与盾构机固定模块2固定在一起后,使承托模块3的辊形轮与平移支撑面接触就可以了。Referring to Figure 1-2, the shield
使用时,先使顶升位位于盾构机固定模块2的下表面上,使其中四个盾构机固定模块2的中心设置在盾构机1的重心正下方,将该些盾构机固定模块2与盾构机1焊接固定在一起;将顶升器4设置在顶升位的正下方,采用顶升器4分别顶升对应的盾构机固定模块2,并使该些顶升位同步升高,直至承托模块3能够移入对应的盾构机固定模块2正下方;将承托模块3移入对应的盾构机固定模块2正下方后,将承托模块3与对应的盾构机固定模块2通过螺栓连接件连接在一起;将润滑脂涂设在承托模块的活动配合处,即滚筒322与光面钢棒321的连接位置;然后,使该些顶升器4同步缓慢回缩,直至承托模块3的辊形轮32与平移支撑面接触;推动或拉动承托模块3,以使承托模块3驼送盾构机1到达目标位置;接着将顶升器4设置在顶升位的正下方,采用顶升器4分别顶升对应的盾构机固定模块2,并使该些顶升位同步升高,直至承托模块3与平移支撑面相脱离;将承托模块3从盾构机固定模块2上拆除;使该些顶升器4同步缓慢回缩,直至盾构机1降落在支撑物上,拆除所有的盾构机固定模块2。在现有技术中,焊接固定是不可拆卸固定,但仍能采取切割或局部热熔的方式将焊接件从固定物上取下。顶升器4选择推力为200t的液压千斤顶,其顶升行程≥100mm。When in use, first place the jacking position on the lower surface of the shield
实施例2:一种盾构机主机过站装置,参见图3-4,包括承托模块3和用于与盾构机1固定在一起的盾构机固定模块2。本实施例与实施例1的不同之处在于,本实施例中的盾构机固定模块2包括盾构机支撑构件和顶升位构件,盾构机支撑构件的支撑面能够贴合于盾构机的表面,且为弧形槽状,这时就需要顶升位构件与支撑构件相分离设置,顶升位构件与盾构机1焊接固定在一起,将盾构机支撑构件与承托模块3固定在一起,然后采用顶升器4顶升顶升位构件, 将盾构机支撑构件移入盾构机1下方,将盾构机支撑构件与顶升位构件或盾构相1固定在一起就可以了。Embodiment 2: A shield machine host passing device, see FIGS. 3-4 , includes a support module 3 and a shield
上面结合附图和实施例对本实用新型作了详细的说明,但是,所属技术领域的技术人员能够理解,在不脱离本实用新型宗旨的前提下,还可以对上述实施例中的各个具体参数进行变更,形成多个具体的实施例,均为本实用新型的常见变化范围,在此不再一一详述。The present utility model has been described in detail above in conjunction with the accompanying drawings and the embodiments, but those skilled in the art can understand that, without departing from the purpose of the present utility model, each specific parameter in the above-mentioned embodiments can also be adjusted. Modifications to form multiple specific embodiments are all within the common variation range of the present invention, and will not be described in detail here.
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| CN109915154A (en) * | 2019-04-19 | 2019-06-21 | 中铁隧道股份有限公司 | Shield machine host passing device and shield machine host passing method in narrow space |
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| CN109915154A (en) * | 2019-04-19 | 2019-06-21 | 中铁隧道股份有限公司 | Shield machine host passing device and shield machine host passing method in narrow space |
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