CN205713147U - A kind of quick positioning apparatus of precast floor slab - Google Patents
A kind of quick positioning apparatus of precast floor slab Download PDFInfo
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- CN205713147U CN205713147U CN201620151476.XU CN201620151476U CN205713147U CN 205713147 U CN205713147 U CN 205713147U CN 201620151476 U CN201620151476 U CN 201620151476U CN 205713147 U CN205713147 U CN 205713147U
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Abstract
Description
技术领域technical field
本实用新型涉及建筑施工技术领域,特别涉及预制装配式建筑施工过程中,预制楼板的快速就位装置。The utility model relates to the technical field of building construction, in particular to a quick positioning device for prefabricated floor slabs in the construction process of prefabricated assembled buildings.
背景技术Background technique
预制装配式建筑是在工厂预制部分或全部构件并运输至施工现场,将构件通过可靠的连接方式组装而成的建筑物,它具有生产效率高,施工进度快,构件质量好,现场湿作业少,以及受气候条件制约小等优点。Prefabricated buildings are prefabricated parts or all of the components in the factory and transported to the construction site, and the components are assembled through reliable connections. It has high production efficiency, fast construction progress, good component quality, and less on-site wet work. , and the advantages of being less restricted by climatic conditions.
在现有预制装配式建筑的施工过程中,较多采用悬臂吊车吊装预制楼板并就位,具有如下缺陷:一、悬臂吊车只能将预制楼板起吊到预定位置附近后,人工将预制楼板推拉到预定位置,无法实现一次性就位,作业效率低,就位精确度较差;二、利用悬臂吊车吊装及运输预制楼板,不但施工场地占用面积较大,存在立体交叉作业,而且施工人员高空作业频繁,安全隐患多,危险性大。In the construction process of existing prefabricated buildings, cantilever cranes are often used to hoist the prefabricated floors and put them in place, which has the following defects: 1. The cantilever cranes can only lift the prefabricated floors to the vicinity of the predetermined position, and manually push and pull the prefabricated floors to It is impossible to achieve one-time positioning at the predetermined position, the operation efficiency is low, and the positioning accuracy is poor; 2. Using the cantilever crane to hoist and transport the prefabricated floor slabs not only occupies a large area of the construction site, there are three-dimensional cross operations, but also the construction personnel work at heights Frequent, many potential safety hazards, great danger.
发明内容Contents of the invention
针对现有的预制楼板利用悬臂吊车吊装及就位,作业效率低,就位精确度差,而且施工人员高空作业安全隐患多,危险性大的问题,本实用新型的目的是提供一种预制楼板快速就位装置,利用平推导轨横梁爬升架与竖向导轨和就位横梁的滑动配合,保证了预制楼板的就位精确度,并提高了工作效率,而且减少了设备在施工现场的占地面积以及高空作业,保障了施工安全。Aiming at the problems that the existing prefabricated floor slabs are hoisted and placed by a cantilever crane, the operation efficiency is low, the positioning accuracy is poor, and there are many safety hazards and great dangers for construction personnel working at heights, the purpose of this utility model is to provide a prefabricated floor slab The quick positioning device utilizes the sliding cooperation between the horizontal push guide rail beam climbing frame and the vertical guide rail and the positioning beam to ensure the positioning accuracy of the prefabricated floor slab, improve work efficiency, and reduce the equipment on the construction site. The large area and high-altitude operations ensure construction safety.
本实用新型解决其技术问题所采用的一种预制楼板快速就位装置,包括一对设置于装配式建筑框架两侧的地面轨道;至少一个能够沿所述地面轨道滑动的U形轨道框架,所述U形轨道框架包括分别设置于两侧地面轨道上的一对竖向导轨,位于所述装配式建筑框架上方且连接于一对所述竖向导轨之间的就位横梁;以及能够与所述竖向导轨和所述就位横梁滑动配合的至少一个平推导轨横梁爬升架。The utility model adopts a prefabricated floor fast positioning device to solve the technical problem, including a pair of ground rails arranged on both sides of the prefabricated building frame; at least one U-shaped rail frame that can slide along the ground rail, so that The U-shaped track frame includes a pair of vertical guide rails respectively arranged on the ground rails on both sides, a beam in place above the assembled building frame and connected between the pair of vertical guide rails; At least one horizontal push rail crossbeam climbing frame that is slidably matched with the vertical guide rail and the in-position crossbeam.
优选的,所述竖向导轨包括一对平行设置的立柱,以及连接于一对所述立柱顶端的横杆,所述立柱底端均连接设有滚轮组的底座,所述底座与所述地面轨道滑动配合;所述立柱的靠近所述装配式建筑框架的一侧间隔设有若干支座,相邻两个所述支座的高度为所述装配式建筑框架一个楼层的高度,所述就位横梁与所述支座活动连接。Preferably, the vertical guide rail includes a pair of columns arranged in parallel, and a cross bar connected to the top ends of the pair of columns, and the bottom ends of the columns are connected to a base provided with a set of rollers, and the base is connected to the ground Track sliding fit; the side of the column close to the prefabricated building frame is provided with several supports at intervals, the height of two adjacent supports is the height of one floor of the prefabricated building frame, and the The bit beam is movably connected with the support.
优选的,所述平推导轨横梁爬升架包括架体,与所述架体滑动配合的导轨横梁,固接于所述导轨横梁底部的若干用于吊装所述预制楼板的连接件,以及设置于所述竖向导轨与所述架体之间的驱动机构;所述架体的两侧设有第一滑块或第一滚轮组,所述立柱内侧设有与所述第一滑块或第一滚轮组滑动配合的滑槽,所述驱动机构包括驱动部件及锁止机构,所述驱动部件的两端分别与所述架体和所述竖向导轨相连,它能够改变所述架体与所述竖向导轨之间的相对位置关系,使所述架体能够相对于所述竖向导轨向上移动、向下移动或与所述竖向导轨保持静止。Preferably, the horizontal push guide rail beam climbing frame includes a frame body, a guide rail beam that is slidably matched with the frame body, a number of connectors fixed to the bottom of the guide rail beam for hoisting the prefabricated floor, and arranged on The driving mechanism between the vertical guide rail and the frame body; the two sides of the frame body are provided with a first slider or a first roller set, and the inner side of the column is provided with the first slider or a second roller group. A chute for sliding fit of a roller group, the driving mechanism includes a driving part and a locking mechanism, and the two ends of the driving part are respectively connected with the frame body and the vertical guide rail, which can change the frame body and the vertical guide rail. The relative positional relationship between the vertical guide rails enables the frame body to move upwards, downwards or remain stationary relative to the vertical guide rails.
优选的,所述架体具有截面呈C形的一对滑道一,所述滑道一的远离所述装配式建筑框架的一端设有连接杆件,使得所述滑道一与所述连接杆件构成一端封闭的U形导轨,所述导轨横梁包括两根并列设置的横杆,所述横杆的顶端设有第二滑块或第二滚轮组,所述第二滑块或第二滚轮组与所述滑道一滑动配合,所述横杆的底端连接有用于吊装所述预制楼板的连接件。Preferably, the frame body has a pair of slideways one with a C-shaped cross section, and a connecting rod is provided at the end of the slideway one away from the prefabricated building frame, so that the slideway one is connected to the The bar constitutes a U-shaped guide rail with one end closed, and the guide rail beam includes two cross bars arranged side by side. The top end of the cross bar is provided with a second slider or a second roller set. The roller set is in sliding fit with the slideway, and the bottom end of the cross bar is connected with a connecting piece for hoisting the prefabricated floor slab.
优选的,所述驱动机构包括与所述架体平行设置的支撑框架,若干竖向设置的驱动油缸及若干横向液压油缸,所述驱动油缸的一端固定于所述支撑框架上,其另一端固定在所述架体上,所述架体和所述支撑框架的两侧设有能够与所述竖向导轨稳定连接的所述横向液压油缸。Preferably, the drive mechanism includes a support frame arranged parallel to the frame body, several vertically arranged drive cylinders and several horizontal hydraulic cylinders, one end of the drive cylinder is fixed on the support frame, and the other end is fixed On the frame body, the horizontal hydraulic cylinder capable of being stably connected to the vertical guide rail is provided on both sides of the frame body and the support frame.
优选的,所述驱动机构包括驱动油缸,相配合的若干齿轮和一对齿条,以及设置于所述架体和所述竖向导轨之间的锁止机构;一对所述齿条固定于所述竖向导轨内侧并竖向延伸,所述架体的两端可旋转连接若干齿轮,所述驱动油缸的一端固定在所述架体上,其另一端设有能够与所述竖向导轨固定的结构,在所述驱动油缸的伸缩作用下,使得所述架体能够沿所述齿条爬升或下降。Preferably, the driving mechanism includes a driving oil cylinder, a plurality of matched gears and a pair of racks, and a locking mechanism arranged between the frame body and the vertical guide rail; the pair of racks are fixed on The inner side of the vertical guide rail extends vertically. Several gears are rotatably connected to the two ends of the frame body. One end of the driving cylinder is fixed on the frame body. The fixed structure enables the frame body to climb or descend along the rack under the expansion and contraction of the driving cylinder.
优选的,所述就位横梁具有截面呈C形的一对滑道二,且所述就位横梁的两端具有与所述架体的一端相配合的槽口,当所述架体爬升至与所述就位横梁同一高度时,所述架体的一端能够与所述就位横梁的槽口卡合,使得所述架体的滑道一和所述就位横梁的滑道二的连接处的表面光滑过渡。Preferably, the cross-beam in place has a pair of slide rails with a C-shaped cross-section, and both ends of the cross-beam in place have notches that match with one end of the frame, when the frame climbs to When it is at the same height as the in-position beam, one end of the frame body can be engaged with the notch of the in-position beam, so that the connection between the first slideway of the frame body and the second slideway of the in-place beam smooth transition of the surface.
优选的,它还包括竖向定位组件,所述竖向定位组件包括由下至上水平安装在所述装配式建筑框架外立面的若干附墙轨道,及若干与所述附墙轨道相对应的附墙连接件,所述附墙连接件的一端与所述竖向导轨固定连接,其另一端通过固定于其上的第三滑块或第三滚轮组与所述附墙轨道滑动配合。Preferably, it also includes a vertical positioning assembly, the vertical positioning assembly includes several wall-attached rails installed horizontally on the facade of the prefabricated building frame from bottom to top, and several wall-attached rails corresponding to the A wall-attached connector, one end of the wall-attached connector is fixedly connected to the vertical guide rail, and the other end is slidably matched with the wall-attached track through a third slider or a third roller set fixed thereon.
本实用新型的效果在于:本实用新型的预制楼板快速就位装置,U形轨道框架围合于装配式建筑框架的两侧及顶部,底部吊装有预制楼板的平推导轨横梁爬升架能够沿竖向导轨(即z轴方向)爬升至预定高度,再沿就位横梁(即y轴方向)水平推移至预定位置,逐次实现预制楼板的就位;由于U形轨道框架能够沿地面轨道(即x轴方向)平移,因此使得平推导轨横梁爬升架能够带动预制楼板沿x轴方向移动至预定位置,从而逐次完成当前高度xy轴所在平面内预制楼板的快速定位及安装,然后,平推导轨横梁爬升架继续沿竖向导轨向上爬升一层楼层的高度,并通过沿就位横梁的水平推移逐次完成该层预制楼板的快速定位及安装,如此往复,逐层完成装配式建筑框架内预制楼板的就位及安装,该预制楼板快速就位装置,通过U形轨道框架与地面轨道的滑动配合,以及平推导轨横梁爬升架与竖向导轨和就位横梁的滑动配合,使得平推导轨横梁爬升架能够带动预制楼板在xyz轴三个自由度内移动,从而将预制楼板运送至预定位置,实现预制楼板一次性的准确定位,无需人工二次搬运,降低了人力消耗,提高了施工效率;通过平推导轨横梁爬升架和U形轨道框架的配合实现预制楼板的吊装,避免了大型吊装设备的引入,减少了高空作业,该预制楼板快速就位装置运行路线简洁,占地面积更小,避免了立体交叉作业,保障了施工的安全性;而且,该预制楼板快速就位装置在吊装作业过程中无需搭设脚手架和模板,节约了大量建筑材料,更进一步降低了工程成本。The effect of the utility model is that: the prefabricated floor quick positioning device of the utility model, the U-shaped track frame is enclosed on both sides and the top of the prefabricated building frame, the bottom is hoisted with the prefabricated floor horizontally pushing the guide rail and the beam climbing frame can move along the vertical Climb to a predetermined height on the guide rail (that is, the direction of the z-axis), and then move horizontally to the predetermined position along the in-place beam (that is, the direction of the y-axis), and gradually realize the positioning of the prefabricated floor slabs; since the U-shaped track frame can move along the ground track (that is, the x axis direction), so that the horizontal push guide rail beam climbing frame can drive the prefabricated floor slab to move to the predetermined position along the x-axis direction, thereby completing the rapid positioning and installation of the prefabricated floor slab in the plane where the current height xy axis is located, and then push the horizontal guide rail beam The climbing frame continues to climb up the height of one floor along the vertical guide rail, and completes the rapid positioning and installation of the prefabricated floor slabs on this floor one by one by moving horizontally along the in-place beams. In this way, the prefabricated floor slabs in the prefabricated building frame are completed layer by layer. Positioning and installation, the prefabricated floor quick positioning device, through the sliding fit between the U-shaped track frame and the ground track, and the sliding fit between the horizontal push guide rail beam climbing frame and the vertical guide rail and the positioning beam, makes the horizontal push guide rail beam climb The frame can drive the prefabricated floor to move within the three degrees of freedom of the xyz axis, thereby transporting the prefabricated floor to the predetermined position, realizing the one-time accurate positioning of the prefabricated floor, eliminating the need for manual secondary handling, reducing manpower consumption and improving construction efficiency; through The combination of horizontal push guide rail beam climbing frame and U-shaped track frame realizes the hoisting of prefabricated floor slabs, which avoids the introduction of large-scale hoisting equipment and reduces high-altitude operations. The three-dimensional intersection operation is guaranteed, and the safety of the construction is guaranteed; moreover, the rapid positioning device of the prefabricated floor slab does not need to set up scaffolding and formwork during the hoisting operation, which saves a lot of building materials and further reduces the project cost.
附图说明Description of drawings
图1~图3为本实用新型一实施例预制楼板快速就位装置工作过程的示意图;Figures 1 to 3 are schematic diagrams of the working process of the prefabricated floor quick positioning device according to an embodiment of the present invention;
图4为图3的A向侧视图;Fig. 4 is a side view from A direction of Fig. 3;
图5为本实用新型一实施例的平推导轨横梁爬升架的俯视图;Fig. 5 is a top view of the horizontal push guide rail beam climbing frame according to an embodiment of the present invention;
图6为图5的B-B剖视图。Fig. 6 is a B-B sectional view of Fig. 5 .
具体实施方式detailed description
以下结合附图和具体实施例对本实用新型提出的一种预制楼板快速就位装置作进一步详细说明。根据下面的说明和权利要求书,本实用新型的优点和特征将更清楚。以下将由所列举之实施例结合附图,详细说明本实用新型的技术内容及特征。需另外说明的是,附图均采用非常简化的形式且均使用非精准的比例,仅用以方便、明晰地辅助说明本实用新型实施例的目的。为叙述方便,下文中所述的“上”、“下”与附图的上、下的方向一致,但这不能成为本实用新型技术方案的限制。The following is a further detailed description of a prefabricated floor slab quick-positioning device proposed by the utility model in conjunction with the accompanying drawings and specific embodiments. According to the following description and claims, the advantages and features of the utility model will be more clear. The technical contents and features of the present utility model will be described in detail below by referring to the enumerated embodiments in conjunction with the accompanying drawings. It should be further noted that all the drawings are in very simplified form and use inaccurate scales, which are only used to facilitate and clearly assist the purpose of illustrating the embodiments of the present utility model. For the convenience of description, the "up" and "down" described below are consistent with the directions of up and down in the drawings, but this cannot be a limitation of the technical solution of the present utility model.
结合图1~图6说明本实用新型的预制楼板快速就位装置100,为了明确方向关系,按需要设置了将z轴方向作为装配式建筑框架a高度延伸方向的xyz直角坐标系。它包括一对设置于装配式建筑框架a两侧的地面轨道10;至少一个能够沿地面轨道10滑动的U形轨道框架20;所述U形轨道框架20包括分别设置于两侧地面轨道10上的一对竖向导轨21,位于装配式建筑框架a上方且连接于一对竖向导轨21之间的就位横梁22;以及能够与竖向导轨21和就位横梁22滑动配合的至少一个用于吊装预制楼板a'的平推导轨横梁爬升架30。上述平推导轨横梁爬升架30与动力控制系统(图中未示出)通信连接,用于控制平推导轨横梁爬升架30沿U形轨道框架20的垂直爬升及水平推移运动,因动力控制系统不在本实用新型权利要求的保护范围内,故对其结构及连接关系不作具体阐述。The prefabricated slab fast positioning device 100 of the present invention is described in conjunction with Fig. 1 to Fig. 6. In order to clarify the direction relationship, an xyz Cartesian coordinate system with the z-axis direction as the height extension direction of the prefabricated building frame a is set as required. It includes a pair of ground tracks 10 arranged on both sides of the prefabricated building frame a; at least one U-shaped track frame 20 that can slide along the ground track 10; A pair of vertical guide rails 21, a crossbeam 22 in place located above the prefabricated building frame a and connected between the pair of vertical guide rails 21; It is used for hoisting the climbing frame 30 of the horizontal pushing guide rail crossbeam of the prefabricated floor slab a'. The above-mentioned horizontal pushing guide rail crossbeam climbing frame 30 is connected with the power control system (not shown in the figure), and is used to control the vertical climbing and horizontal pushing movement of the horizontal pushing guide rail crossbeam climbing frame 30 along the U-shaped track frame 20, because the power control system It is not within the protection scope of the claims of the utility model, so its structure and connection relationship will not be described in detail.
本实用新型的预制楼板快速就位装置100,U形轨道框架20围合于装配式建筑框架a的两侧及顶部,底部吊装有预制楼板a'的平推导轨横梁爬升架30能够沿竖向导轨21(即z轴方向)爬升至预定高度,再沿就位横梁22(即y轴方向)水平推移至预定位置,逐次实现预制楼板a'的就位;由于U形轨道框架20能够沿地面轨道10(即x轴方向)平移,因此使得平推导轨横梁爬升架30能够带动预制楼板a'沿x轴方向移动至预定位置,从而逐次完成当前高度xy轴所在平面内预制楼板a'的快速定位及安装,然后,平推导轨横梁爬升架30继续沿竖向导轨21向上爬升一层楼层的高度,并通过沿就位横梁22的水平推移逐次完成该层预制楼板a'的快速定位及安装,如此往复,逐层完成装配式建筑框架a内预制楼板a'的就位及安装,该预制楼板快速就位装置100,通过U形轨道框架20与地面轨道10的滑动配合,以及平推导轨横梁爬升架30与竖向导轨21和就位横梁22的滑动配合,使得平推导轨横梁爬升架30能够带动预制楼板a'在xyz轴三个自由度内移动,从而将预制楼板a'运送至预定位置,实现预制楼板a'一次性的准确定位,无需人工二次搬运,降低了人力消耗,提高了施工效率;通过平推导轨横梁爬升架30和U形轨道框架20的配合实现预制楼板a'的吊装,避免了大型吊装设备的引入,减少了高空作业,该预制楼板快速就位装置100运行路线简洁,占地面积更小,避免了立体交叉作业,保障了施工的安全性;而且,该预制楼板快速就位装置100在吊装作业过程中无需搭设脚手架和模板,节约了大量建筑材料,更进一步降低了工程成本。In the prefabricated floor fast positioning device 100 of the present utility model, the U-shaped track frame 20 is enclosed on both sides and the top of the prefabricated building frame a, and the horizontal pushing guide rail crossbeam climbing frame 30 of the prefabricated floor a' is hoisted on the bottom, which can move vertically The guide rail 21 (that is, the direction of the z-axis) climbs to a predetermined height, and then moves horizontally to a predetermined position along the in-position beam 22 (that is, the direction of the y-axis), so that the prefabricated floor a' is gradually placed in place; since the U-shaped track frame 20 can move along the ground The track 10 (that is, the direction of the x-axis) translates, so that the horizontal push guide rail crossbeam climbing frame 30 can drive the prefabricated floor a' to move to a predetermined position along the x-axis direction, thereby completing the rapid expansion of the prefabricated floor a' in the plane where the current height xy axis is located. Positioning and installation, then, the horizontal push guide rail crossbeam climbing frame 30 continues to climb up the height of one floor along the vertical guide rail 21, and completes the rapid positioning and installation of the prefabricated floor a' of this floor successively by moving horizontally along the in place crossbeam 22 , reciprocating in this way, the positioning and installation of the prefabricated floor a' in the prefabricated building frame a is completed layer by layer, the prefabricated floor quick positioning device 100, through the sliding fit of the U-shaped track frame 20 and the ground track 10, and the horizontal push guide rail The sliding cooperation of the beam climbing frame 30 with the vertical guide rail 21 and the in-position beam 22 enables the horizontal push guide rail beam climbing frame 30 to drive the prefabricated floor a' to move within the three degrees of freedom of the xyz axis, thereby transporting the prefabricated floor a' to The prefabricated floor slab a' can be accurately positioned at one time without manual secondary handling, which reduces manpower consumption and improves construction efficiency; the prefabricated floor slab a ' The hoisting avoids the introduction of large-scale hoisting equipment and reduces high-altitude operations. The prefabricated floor quick positioning device 100 has a simple running route and a smaller footprint, avoiding three-dimensional crossing operations, and ensuring construction safety; moreover, The prefabricated floor slab quick positioning device 100 does not need to set up scaffolding and formwork during the hoisting operation, which saves a lot of building materials and further reduces the engineering cost.
如图4所示,竖向导轨21包括一对平行设置的立柱21a,以及连接于两根立柱21a顶端的横杆21c,所述立柱21a底端均连接设有滚轮组的底座21b,底座21b与地面轨道10滑动配合,使得立柱21a能够沿地面轨道10自由滑动;横杆21c能够与两根立柱21a构成稳定的框架结构,更有利于竖向导轨21结构的稳定性;如图3所示,立柱21a的靠近装配式建筑框架a的一侧间隔设有若干支座(图中未示出),相邻两个支座的高度为装配式建筑框架a一个楼层的高度,所述就位横梁22与支座活动连接,随着装配式建筑框架a搭设高度的增长,就位横梁22可随之上移并固定,以满足上一层预制楼板a'的吊装高度。上述活动连接可为卡接、螺栓连接等,本实施例优选螺栓连接,螺栓连接稳定性更高且拆卸方便。As shown in Figure 4, the vertical guide rail 21 comprises a pair of columns 21a arranged in parallel, and a cross bar 21c connected to the tops of the two columns 21a. Slidingly fit with the ground track 10, so that the column 21a can slide freely along the ground track 10; the crossbar 21c can form a stable frame structure with the two columns 21a, which is more conducive to the stability of the vertical guide rail 21 structure; as shown in Figure 3 , the side of the column 21a close to the prefabricated building frame a is provided with several supports (not shown) at intervals, the height of two adjacent supports is the height of one floor of the prefabricated building frame a, and the in-situ The crossbeam 22 is movably connected with the support, and as the erection height of the prefabricated building frame a increases, the in-place crossbeam 22 can be moved up and fixed accordingly, so as to meet the hoisting height of the upper prefabricated floor a'. The above-mentioned movable connection can be clamping connection, bolt connection, etc. In this embodiment, the bolt connection is preferred, and the bolt connection has higher stability and is easy to disassemble.
如图5和图6所示,平推导轨横梁爬升架30包括架体31,与架体31滑动配合的导轨横梁34,固接于导轨横梁34底部的若干用于吊装预制楼板a'的连接件,以及设置于竖向导轨21与架体31之间的驱动机构;所述架体31的两侧设有第一滑块或第一滚轮组32,立柱21a内侧设有与第一滑块或第一滚轮组32滑动配合的滑槽21b,所述驱动机构包括驱动部件及锁止机构,驱动部件的两端分别与架体31和竖向导轨21相连,它能够改变架体31与竖向导轨21之间的相对位置关系,使架体31能够相对于竖向导轨21向上移动、向下移动或与竖向导轨保持静止。为保证平推导轨横梁爬升架30在垂直运输预制楼板a'的过程中能够平稳运行,架体的第一滑块或第一滚轮组32分别设置在架体31的中部,以保证架体31两侧受力均衡,避免其在垂直运输过程中发生侧倾而引发安全事故。As shown in Fig. 5 and Fig. 6, the horizontal pushing guide rail beam climbing frame 30 includes a frame body 31, a guide rail beam 34 slidingly matched with the frame body 31, and several connections fixed to the bottom of the guide rail beam 34 for hoisting the prefabricated floor slab a' Components, and the driving mechanism arranged between the vertical guide rail 21 and the frame body 31; the two sides of the frame body 31 are provided with a first slide block or the first roller set 32, and the inside of the column 21a is provided with the first slide block Or the chute 21b that the first roller group 32 slides and fits, the driving mechanism includes a driving part and a locking mechanism, and the two ends of the driving part are connected with the frame body 31 and the vertical guide rail 21 respectively, and it can change the frame body 31 and the vertical guide rail 21. The relative positional relationship between the guide rails 21 enables the frame body 31 to move upwards, downwards or remain stationary relative to the vertical guide rails 21 . In order to ensure that the horizontal push guide rail beam climbing frame 30 can run smoothly during the vertical transportation of the prefabricated floor a', the first slider or the first roller group 32 of the frame body is respectively arranged in the middle of the frame body 31 to ensure that the frame body 31 The force on both sides is balanced to avoid safety accidents caused by rollover during vertical transportation.
请继续参考图5和图6,上述架体31具有截面呈C形的一对滑道一31a,导轨横梁34包括两根并列设置的横杆,横杆的顶端设有第二滑块或第二滚轮组34a,第二滑块或第二滚轮组34a与滑道一31a滑动配合,横杆的底端连接有用于吊装预制楼板a'的连接件,为保证导轨横梁34不会滑出滑道一31a,滑道一31a的远离装配式建筑框架a的一端设有连接杆件33,使得滑道一31a与连接杆件33构成一端封闭的U形导轨。Please continue to refer to Fig. 5 and Fig. 6, the above-mentioned frame body 31 has a pair of slideways 31a that are C-shaped in section, and the guide rail crossbeam 34 includes two crossbars arranged side by side, and the top of the crossbar is provided with a second slide block or a first The second roller group 34a, the second slider or the second roller group 34a is slidably matched with the slideway one 31a, and the bottom end of the cross bar is connected with a connector for hoisting the prefabricated floor a', so as to ensure that the guide rail beam 34 will not slip out of the slide Road one 31a, one end of slideway one 31a away from the prefabricated building frame a is provided with a connecting rod 33, so that slideway one 31a and connecting rod 33 form a U-shaped guide rail with one end closed.
本实施例中,如图6所示,驱动机构(图中未示出)包括与架体31平行设置的支撑框架35,若干竖向设置的驱动油缸37及若干横向液压油缸,驱动油缸37的一端固定于支撑框架35上,其另一端固定在架体31上,架体31和支撑框架35的两侧设有能够与竖向导轨21稳定连接的横向液压油缸,即横向液压油缸的一端固定在架体31或支撑框架35侧面,其另一端在伸长后能够与竖向导轨21相抵,实现架体31或支撑框架35与竖向导轨21的稳定连接;具体而言,当连接在支撑框架35上的横向液压油缸一36收缩使其脱离竖向导轨21后,在驱动油缸37的伸缩作用下,支撑框架35爬升至预定位置,反之,使横向液压油缸一36伸长则使支撑框架35与竖向导轨21稳定连接,接着,使连接在架体31上的横向液压油缸二(图中未示出)收缩使其脱离竖向导轨21后,在驱动油缸37的伸缩作用下,使架体31爬升至预定位置,反之,使横向液压油缸二伸长则使架体31与竖向导轨21稳定连接,如此循环往复,通过架体31和支撑框架35的交替爬升,将预制楼板a'运送至预定位置。In the present embodiment, as shown in Figure 6, the drive mechanism (not shown) includes a support frame 35 arranged parallel to the frame body 31, several vertically arranged drive cylinders 37 and some horizontal hydraulic cylinders, the drive cylinder 37 One end is fixed on the support frame 35, and the other end is fixed on the frame body 31. The two sides of the frame body 31 and the support frame 35 are provided with a horizontal hydraulic cylinder that can be stably connected with the vertical guide rail 21, that is, one end of the horizontal hydraulic cylinder is fixed. On the side of the frame body 31 or the support frame 35, the other end of the elongated end can be abutted against the vertical guide rail 21 to realize the stable connection between the frame body 31 or the support frame 35 and the vertical guide rail 21; After the horizontal hydraulic cylinder one 36 on the frame 35 shrinks to make it break away from the vertical guide rail 21, under the telescopic action of the driving cylinder 37, the support frame 35 climbs to a predetermined position; otherwise, the horizontal hydraulic cylinder one 36 is extended to make the support frame 35 is stably connected with the vertical guide rail 21, and then, the horizontal hydraulic cylinder 2 (not shown) connected on the frame body 31 is contracted to make it break away from the vertical guide rail 21, and under the expansion and contraction of the drive cylinder 37, the The frame body 31 climbs up to a predetermined position; on the contrary, extending the horizontal hydraulic cylinder 2 makes the frame body 31 stably connect with the vertical guide rail 21, and so on and forth, through the alternate climbing of the frame body 31 and the supporting frame 35, the prefabricated floor slab a 'Ship to desired location.
作为另一实施例,驱动机构(图中未示出)包括驱动油缸,相配合的若干齿轮和一对齿条,以及设置于架体和竖向导轨21之间的锁止机构;一对齿条固定于竖向导轨21内侧并竖向延伸,所述架体的两端可旋转连接有若干齿轮,驱动油缸的一端固定在架体上,其另一端设有能够与竖向导轨21固定的结构,在驱动油缸的伸缩作用下,使得架体能够沿齿条爬升或下降;锁止机构是正向可转动反向则卡阻的单向运动机构,本实施例的锁止机构是由棘轮和与棘轮的棘齿相配合的棘爪构成的棘轮机构,通过改变棘爪与棘轮的啮合状态,实现架体相对于竖向导轨向上移动、向下移动及保持静止三种状态的转换。上述驱动机构及锁止机构的内容均为现有技术,故对其结构及连接关系不做具体阐述。As another embodiment, the drive mechanism (not shown) includes a drive cylinder, several gears and a pair of racks that cooperate, and a locking mechanism that is arranged between the frame body and the vertical guide rail 21; a pair of teeth The bar is fixed on the inner side of the vertical guide rail 21 and extends vertically. The two ends of the frame body are rotatably connected with several gears. structure, under the expansion and contraction of the driving cylinder, the frame body can climb or descend along the rack; the locking mechanism is a one-way movement mechanism that can be rotated in the forward direction and blocked in the reverse direction. The locking mechanism in this embodiment is composed of a ratchet and a The ratchet mechanism composed of pawls matched with the ratchet teeth, by changing the meshing state of the pawls and the ratchet, realizes the transformation of the frame body relative to the vertical guide rail moving upwards, moving downwards and remaining stationary. The contents of the above-mentioned driving mechanism and locking mechanism are all prior art, so the structure and connection relationship thereof will not be elaborated in detail.
请重点参考图2和图3,就位横梁22具有截面呈C形的一对滑道二22a,且就位横梁22的两端具有与架体31的一端相配合的槽口22b,当架体31爬升至与就位横梁22同一高度时,架体31的一端能够与就位横梁22的槽口22b卡合,此时,架体31的滑道一31a和就位横梁22的滑道二22a的连接处的表面光滑过渡,也就是说,滑道一31a和滑道二22a能够连贯为一体,使得导轨横梁34能够带动预制楼板a'由架体31移动至就位横梁22的滑道二22a上,实现预制楼板a'从垂直运输向水平运输的转移。Please refer to Fig. 2 and Fig. 3 emphatically, the beam 22 in place has a pair of slideways 22a with a C-shaped cross section, and the two ends of the beam 22 in place have a notch 22b matched with one end of the frame body 31, when the frame When the body 31 climbed to the same height as the crossbeam 22 in place, one end of the frame body 31 could be engaged with the notch 22b of the crossbeam 22 in place. The surface of the junction of the second 22a is smooth, that is to say, the first slideway 31a and the second slideway 22a can be coherently integrated, so that the guide rail beam 34 can drive the prefabricated floor slab a' to move from the frame body 31 to the sliding position of the beam 22 in place. On the second road 22a, the transfer of the prefabricated floor a' from vertical transportation to horizontal transportation is realized.
更进一步,为了使导轨横梁能够更为稳定地运行,两根横杆之间还连接有若干纵杆,横杆与纵杆构成框架结构的导轨横梁,使得导轨横梁的承载能力得以加强。前文所述用于吊装预制楼板的连接件可采用吊钩等构件,此处不作限定。Furthermore, in order to make the guide rail beam run more stably, several longitudinal bars are connected between the two cross bars, and the horizontal bar and the longitudinal bars constitute the guide rail beam of the frame structure, so that the bearing capacity of the guide rail beam can be enhanced. The connectors for hoisting the prefabricated floor slabs mentioned above can use components such as hooks, which are not limited here.
优选的,预制楼板快速就位装置100还包括竖向定位组件40,竖向定位组件40包括由下至上水平安装在装配式建筑框架a外立面的若干附墙轨道41,及若干与附墙轨道41相对应的附墙连接件42,附墙连接件42的一端与立柱21a固定连接,其另一端通过固定于其上的第三滑块或第三滚轮组(图中未示出)与附墙轨道41滑动配合;安装完成后的附墙连接件42与附墙轨道41位于同一水平面上,使得竖向导轨21能够通过附墙连接件42沿附墙轨道41滑动,即通过竖向定位组件40保证预制楼板快速就位装置100在竖向平面的稳定性。Preferably, the prefabricated floor quick positioning device 100 also includes a vertical positioning assembly 40, and the vertical positioning assembly 40 includes several wall-attached rails 41 horizontally installed on the facade of the prefabricated building frame a from bottom to top, and several wall-attached rails 41 The corresponding wall connector 42 of the track 41, one end of the wall connector 42 is fixedly connected with the column 21a, and the other end is connected with the third slide block or the third roller group (not shown) fixed thereon. The wall-attached track 41 is slidably fitted; the installed wall-attached connector 42 and the attached wall track 41 are located on the same level, so that the vertical guide rail 21 can slide along the wall-attached track 41 through the wall-attached connector 42, that is, by vertical positioning The component 40 ensures the stability of the prefabricated floor quick positioning device 100 in the vertical plane.
下面结合图1~图6说明本实用新型的预制楼板快速装置的工作过程:Below in conjunction with Fig. 1~Fig. 6 illustrate the working process of the prefabricated floor fast device of the present utility model:
S101:如图1所示,组装预制楼板快速就位装置100,使其围合在装配式建筑框架a的顶部及两侧;S101: As shown in FIG. 1 , assemble the prefabricated floor slab quick positioning device 100 so that it is enclosed on the top and both sides of the prefabricated building frame a;
S102:在初始位置,将预制楼板a'吊挂在平推导轨横梁爬升架30上;如图2所示,通过动力控制系统控制平推导轨横梁爬升架30沿竖向导轨21向上提升至与就位横梁22同一高度;如图3所示,在平推导轨横梁爬升架30的架体31与就位横梁22对接后,控制导轨横梁34沿就位横梁22水平移动,将预制楼板a'水平推送到至预定位置,然后,导轨横梁34沿就位横梁22向相反方向滑动至架体31,并与其一同沿竖向导轨21移动至初始位置,继续吊装预制楼板a',逐次进行当前高度水平面内预制楼板a'的定位及安装;S102: At the initial position, hang the prefabricated floor slab a' on the horizontal guide rail beam climbing frame 30; as shown in FIG. The same height of the in-place beam 22; as shown in Figure 3, after the frame body 31 of the horizontal push guide rail beam climbing frame 30 is docked with the in-place beam 22, the guide rail beam 34 is controlled to move horizontally along the in-place beam 22, and the prefabricated floor a' Push horizontally to the predetermined position, then slide the guide rail beam 34 to the frame body 31 in the opposite direction along the in-position beam 22, and move to the initial position along the vertical guide rail 21 together with it, continue to hoist the prefabricated floor a', and carry out the current height step by step Positioning and installation of prefabricated floor slab a' in the horizontal plane;
S103:当前高度水平面内预制楼板a'定位及安装完成后,向上移动就位横梁22并固定,使就位横梁22的高度能够满足上一层预制楼板a'的安装高度,然后,吊装预制楼板a'并重复步骤S102,逐次完成上一层预制楼板a'的定位及安装;S103: After the positioning and installation of the prefabricated floor slab a' in the horizontal plane of the current height, move the in-place beam 22 upwards and fix it so that the height of the in-place beam 22 can meet the installation height of the precast floor slab a' on the upper floor, and then hoist the precast floor slab a' and repeat step S102 to complete the positioning and installation of the prefabricated floor a' on the upper floor one by one;
S104:重复上述步骤S102和S103,逐层完成预制楼板a'的定位及安装。S104: Repeat the above steps S102 and S103 to complete the positioning and installation of the prefabricated floor a' layer by layer.
上述步骤S102中,当平推导轨横梁爬升架30沿竖向导轨21向上提升至与就位横梁22同一高度时,使架体31的一端卡合在就位横梁22一端的槽口22b内,架体31的滑道一31a和就位横梁22的滑道二22a连贯为一体且表面光滑过渡,使得导轨横梁34能够带动预制楼板a'由架体31移动至就位横梁22的滑道二22a上,实现预制楼板a'从垂直运输向水平运输的转移。In the above step S102, when the horizontal push guide rail beam climbing frame 30 is lifted up along the vertical guide rail 21 to the same height as the in-position beam 22, one end of the frame body 31 is engaged in the notch 22b at one end of the in-position beam 22, The first slideway 31a of the frame body 31 and the second slideway 22a of the in-place beam 22 are coherent and have a smooth transition, so that the guide rail beam 34 can drive the prefabricated floor slab a' to move from the frame body 31 to the second slideway of the in-place beam 22 22a, realizing the transfer of prefabricated floor slab a' from vertical transportation to horizontal transportation.
上述描述仅是对本实用新型较佳实施例的描述,并非对本实用新型范围的任何限定,本实用新型领域的普通技术人员根据上述揭示内容做的任何变更、修饰,均属于权利要求书的保护范围。The above description is only a description of the preferred embodiments of the present utility model, and is not any limitation to the scope of the present utility model. Any changes and modifications made by those of ordinary skill in the field of the utility model according to the above disclosures all belong to the protection scope of the claims .
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| CN201620151476.XU CN205713147U (en) | 2016-02-29 | 2016-02-29 | A kind of quick positioning apparatus of precast floor slab |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105672673A (en) * | 2016-02-29 | 2016-06-15 | 上海建工集团股份有限公司 | Quick locating device and method for prefabricated floor slabs |
| CN110424543A (en) * | 2019-07-24 | 2019-11-08 | 中冶天工集团有限公司 | A kind of motor driven building module structure and construction method |
| CN110467112A (en) * | 2019-09-18 | 2019-11-19 | 山东华泰钢结构工程有限公司 | A kind of especially big formed steel construction longitudinal direction climbing device |
| CN112125104A (en) * | 2020-08-28 | 2020-12-25 | 山东贝克特智能科技有限公司 | Conveying robot of intelligent fire-fighting system |
| CN112138313A (en) * | 2020-08-28 | 2020-12-29 | 山东贝克特智能科技有限公司 | Intelligent fire fighting system |
| CN114197889A (en) * | 2021-12-23 | 2022-03-18 | 中国建筑第八工程局有限公司 | Floor assembly joint hoisting device |
| CN116374866A (en) * | 2023-03-02 | 2023-07-04 | 中国一冶集团有限公司 | A hoisting mechanism for floor bearing plates used in the construction of steel structure workshops |
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2016
- 2016-02-29 CN CN201620151476.XU patent/CN205713147U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672673A (en) * | 2016-02-29 | 2016-06-15 | 上海建工集团股份有限公司 | Quick locating device and method for prefabricated floor slabs |
| CN110424543A (en) * | 2019-07-24 | 2019-11-08 | 中冶天工集团有限公司 | A kind of motor driven building module structure and construction method |
| CN110424543B (en) * | 2019-07-24 | 2024-06-21 | 中冶天工集团有限公司 | Motorized modular building structure and construction method |
| CN110467112A (en) * | 2019-09-18 | 2019-11-19 | 山东华泰钢结构工程有限公司 | A kind of especially big formed steel construction longitudinal direction climbing device |
| CN112125104A (en) * | 2020-08-28 | 2020-12-25 | 山东贝克特智能科技有限公司 | Conveying robot of intelligent fire-fighting system |
| CN112138313A (en) * | 2020-08-28 | 2020-12-29 | 山东贝克特智能科技有限公司 | Intelligent fire fighting system |
| CN114197889A (en) * | 2021-12-23 | 2022-03-18 | 中国建筑第八工程局有限公司 | Floor assembly joint hoisting device |
| CN116374866A (en) * | 2023-03-02 | 2023-07-04 | 中国一冶集团有限公司 | A hoisting mechanism for floor bearing plates used in the construction of steel structure workshops |
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