CN108385529A - Bent cap framework of steel reinforcement assembly jig - Google Patents
Bent cap framework of steel reinforcement assembly jig Download PDFInfo
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- CN108385529A CN108385529A CN201810156985.5A CN201810156985A CN108385529A CN 108385529 A CN108385529 A CN 108385529A CN 201810156985 A CN201810156985 A CN 201810156985A CN 108385529 A CN108385529 A CN 108385529A
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 77
- 239000010959 steel Substances 0.000 title claims abstract description 77
- 230000002787 reinforcement Effects 0.000 title claims description 6
- 230000005540 biological transmission Effects 0.000 claims description 14
- 230000007306 turnover Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 5
- 238000010586 diagram Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000010720 hydraulic oil Substances 0.000 description 1
- 230000009191 jumping Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 210000003371 toe Anatomy 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
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- Structural Engineering (AREA)
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Abstract
本发明涉及一种盖梁钢筋骨架拼装台,包括间距设置的第一轨道和第二轨道,和可分别沿着所述第一轨道和第二轨道运动的第一平车和第二平车,第一平车和第二平车之间连接有翻转平台,该翻转平台的长度方向的两端中部分别固定连接有第一转轴和第二转轴,第一转轴与第一平车转动连接,第二转轴与第二平车转动连接,且在所述第一平车上设置有驱动所述第一转轴转动的第一电机;所述翻转平台的顶部沿其宽度方向的两侧分别设有固定挡板,所述翻转平台上还设置有若干用于与所述固定挡板配合以夹紧钢筋的夹紧装置。本发明提供的钢筋骨架拼装台,实现了钢筋骨架拼装的半自动作业,节省了人力,提高了效率,同时降低了传统盖梁钢筋骨架拼装作业的安全风险。
The invention relates to an assembly platform for a steel bar frame of a cover beam, comprising a first rail and a second rail arranged at intervals, and a first flat car and a second flat car that can move along the first rail and the second rail respectively, An overturning platform is connected between the first flat car and the second flat car, and the middle parts of the two ends in the length direction of the overturning platform are respectively fixedly connected with a first rotating shaft and a second rotating shaft, and the first rotating shaft is rotationally connected with the first flat car. The two rotating shafts are rotatably connected with the second flat car, and the first motor that drives the first rotating shaft to rotate is provided on the first flat car; the top of the turning platform is respectively provided with fixed As for the baffle, several clamping devices for cooperating with the fixed baffle to clamp the steel bars are also arranged on the turning platform. The steel frame assembling platform provided by the present invention realizes the semi-automatic operation of steel frame assembly, saves manpower, improves efficiency, and reduces the safety risk of the traditional cover beam steel frame assembly operation.
Description
技术领域technical field
本发明涉及盖梁钢筋骨架拼接技术领域,具体涉及一种盖梁钢筋骨架拼装台。The invention relates to the technical field of splicing steel bar skeletons of cover beams, in particular to an assembling platform for steel bar skeletons of cover beams.
背景技术Background technique
盖梁指的是为支承、分布和传递上部结构的荷载,在排架桩墩顶部设置的横梁。在桥梁结构中,桥墩顶部的盖梁起到了支撑桥梁上部结构,并将全部荷载传递到下部结构的作用,其中,桥墩顶部的盖梁为钢筋混凝土结构,通过预制钢筋骨架并现场浇筑混凝土成形。The cover beam refers to the beam set on the top of the bent pile pier for supporting, distributing and transmitting the load of the superstructure. In the bridge structure, the cover beam on the top of the bridge pier supports the upper structure of the bridge and transfers all the loads to the lower structure. The cover beam on the top of the bridge pier is a reinforced concrete structure, which is formed by prefabricating the steel skeleton and pouring concrete on site.
目前,在拼装盖梁钢筋骨架时,通常需要一人夹紧固定钢筋焊缝,另一人焊接钢筋,再将骨架翻转焊接反面;一片盖梁骨架片的重量在300kg左右,通常需要多人协力才能将骨架翻转,耗时耗力,效率低下,而且经常有工人在翻转骨架片的过程中出现手指或脚趾夹伤的情况,具有较大的安全隐患。At present, when assembling the steel frame of the cover beam, it is usually necessary for one person to clamp and fix the weld seam of the steel bar, another person to weld the steel bar, and then turn the frame over and weld the opposite side; the weight of a piece of cover beam frame is about 300kg, and it usually requires the cooperation of multiple people to assemble it. Skeleton flipping is time-consuming, labor-intensive, and inefficient, and workers often have fingers or toes pinched during the flipping of the skeleton sheet, which poses a great safety hazard.
发明内容Contents of the invention
针对现有技术中的缺陷,本发明要解决的技术问题是提供一种盖梁钢筋骨架拼装台,以实现钢筋骨架拼装的半自动作业,节省人力,提高效率,降低传统盖梁钢筋骨架拼装作业的安全风险。Aiming at the deficiencies in the prior art, the technical problem to be solved by the present invention is to provide a cover beam steel frame assembly platform to realize the semi-automatic operation of steel frame assembly, save manpower, improve efficiency, and reduce the cost of traditional cover beam steel frame assembly operations. Security Risk.
为解决上述技术问题,本发明的盖梁钢筋骨架拼装台,包括间距设置的第一轨道和第二轨道,和可分别沿着所述第一轨道和第二轨道运动的第一平车和第二平车;所述第一平车和第二平车之间连接有翻转平台,该翻转平台的长度方向的两端中部分别固定连接有第一转轴和第二转轴,所述第一转轴与所述第一平车转动连接,所述第二转轴与所述第二平车转动连接,且在所述第一平车上设置有驱动所述第一转轴转动的第一电机;所述翻转平台的顶部沿其宽度方向的两侧分别设有固定挡板,所述翻转平台上还设置有若干用于与所述固定挡板配合以夹紧钢筋的夹紧装置。In order to solve the above-mentioned technical problems, the cap beam steel frame assembly platform of the present invention includes a first rail and a second rail arranged at intervals, and a first flat car and a second rail that can move along the first rail and the second rail respectively. Two flat cars; a turning platform is connected between the first flat car and the second flat car, and the middle parts of the two ends in the length direction of the turning platform are respectively fixedly connected with a first rotating shaft and a second rotating shaft, and the first rotating shaft and the second rotating shaft The first flat car is rotatably connected, the second rotating shaft is rotatably connected to the second flat car, and a first motor for driving the first rotating shaft to rotate is arranged on the first flat car; the overturning Fixed baffles are respectively provided on both sides of the top of the platform along its width direction, and several clamping devices for cooperating with the fixed baffles to clamp the steel bar are also arranged on the turning platform.
在钢筋骨架拼装时,工人将钢筋摆放在翻转平台上,并拼装成所需的骨架形状,拼装完成后的骨架的宽度方向的两端分别抵靠在翻转平台两侧的固定挡板上,然后控制夹紧装置向固定挡板方向运动并夹紧待焊接的钢筋,此时,工人即可采用焊接设备对骨架的正面进行焊接,在焊接完成后,控制第一电机工作,使得第一转轴转动,从而使得翻转平台围绕第一转轴和第二转轴转动,当翻转平台转过180度时,控制第一电机停止运行,然后通过第一平车和第二平车将翻转平台运送至骨架堆放位置并释放夹紧装置,此时,钢筋骨架反面朝上掉落在骨架堆放处,工人即可在此处对骨架的背面进行焊接,从而完成钢筋骨架的拼装作业;采用传统方式,往往需要一个组合班共7个人配合才能完成盖梁钢筋骨架的拼装工作,而采用本发明提供的钢筋骨架拼装台,仅需4个人即可完成拼装工作,且拼装效率要比传统的拼装方式高出30%左右。由此可见,本发明提供的钢筋骨架拼装台,实现了钢筋骨架拼装的半自动作业,节省了人力,提高了效率,同时降低了传统盖梁钢筋骨架拼装作业的安全风险。When assembling the steel frame, the workers place the steel bars on the flipping platform and assemble them into the required frame shape. After the assembly is completed, the two ends of the width direction of the frame are respectively against the fixed baffles on both sides of the flipping platform. Then control the clamping device to move in the direction of the fixed baffle and clamp the steel bar to be welded. At this time, the worker can use the welding equipment to weld the front of the skeleton. After the welding is completed, the first motor is controlled to work so that the first rotating shaft Rotate so that the overturning platform rotates around the first and second shafts. When the overturning platform turns over 180 degrees, the first motor is controlled to stop running, and then the overturning platform is transported to the skeleton stacking by the first flat car and the second flat car Position and release the clamping device. At this time, the steel frame is dropped on the frame stacking place with the reverse side facing up, and the workers can weld the back of the frame here to complete the assembly of the steel frame; A total of 7 people in the combined class can complete the assembling work of the steel frame of the cover beam, while using the steel frame assembling platform provided by the present invention, only 4 people can complete the assembling work, and the assembling efficiency is 30% higher than that of the traditional assembling method about. It can be seen that the steel frame assembly platform provided by the present invention realizes the semi-automatic operation of steel frame assembly, saves manpower, improves efficiency, and reduces the safety risk of traditional cap beam steel frame assembly operations.
优选地,所述夹紧装置包括依次连接的气缸、传动杆、推杆和活动挡板;所述气缸连接在所述翻转平台的底部,所述传动杆的一端与该气缸的气缸杆铰接,另一端与所述推杆铰接;所述翻转平台的底部设有固定轴,所述传动杆的中部套设在该固定轴上。本发明中,气缸设置在翻转平台的底部,以不占用翻转平台顶部的钢筋拼装位置,并借助传动杆的摆动,将气缸杆的伸缩运动转为推杆的伸缩运动,并由推杆带动活动挡板夹紧或释放待焊接的钢筋。Preferably, the clamping device includes a sequentially connected cylinder, a transmission rod, a push rod and a movable baffle; the cylinder is connected to the bottom of the turning platform, and one end of the transmission rod is hinged to the cylinder rod of the cylinder, The other end is hinged with the push rod; the bottom of the turning platform is provided with a fixed shaft, and the middle part of the transmission rod is sleeved on the fixed shaft. In the present invention, the cylinder is arranged at the bottom of the turning platform so as not to occupy the steel bar assembly position on the top of the turning platform, and by means of the swing of the transmission rod, the telescopic movement of the cylinder rod is converted into the telescopic movement of the push rod, and the push rod drives the movement The baffle clamps or releases the bars to be welded.
优选地,所述活动挡板的前端面呈内凹梯形,以在夹紧钢筋时,将钢筋限定在内凹的梯形槽内,防止出现钢筋滑动的情况。Preferably, the front end of the movable baffle is in a concave trapezoidal shape, so that when the steel bar is clamped, the steel bar is confined in the concave trapezoidal groove to prevent the steel bar from sliding.
优选地,所述推杆包括顶杆和套筒,所述顶杆的前端和活动挡板连接,所述顶杆的末端与所述套筒的前端螺纹连接,所述套筒的末端与所述传动杆铰接。将推杆设计为顶杆和套筒的螺纹连接形式,可以通过顶杆旋入或旋出的方式调节推杆的长度,以在气缸行程不足时起到补偿作用。Preferably, the push rod includes a push rod and a sleeve, the front end of the push rod is connected to the movable baffle, the end of the push rod is screwed to the front end of the sleeve, and the end of the sleeve is connected to the movable baffle. The transmission rod is hinged. The push rod is designed as a threaded connection between the push rod and the sleeve, and the length of the push rod can be adjusted by screwing in or out of the push rod, so as to compensate when the stroke of the cylinder is insufficient.
优选地,所述夹紧装置还包括导向装置,该导向装置包括间距设置在所述翻转平台顶部的两根螺栓,两根螺栓的外周均套设有橡胶套,该橡胶套夹设在螺栓头和翻转平台之间;所述顶杆卡接在两根所述螺栓之间,且顶杆的外周与所述橡胶套接触。导向装置可限定顶杆的左右位置,防止顶杆在伸缩过程中出现左右晃动的情况,此外,橡胶套的设置可以有效防止顶杆磨损。Preferably, the clamping device further includes a guide device, the guide device includes two bolts arranged at intervals on the top of the turning platform, rubber sleeves are sleeved on the outer circumference of the two bolts, and the rubber sleeves are clamped on the bolt heads. and the overturning platform; the ejector rod is clamped between the two bolts, and the outer periphery of the ejector rod is in contact with the rubber sleeve. The guide device can limit the left and right position of the ejector rod to prevent the ejector rod from shaking left and right during the telescopic process. In addition, the setting of the rubber sleeve can effectively prevent the ejector rod from being worn.
优选地,所述固定挡板为角钢;所述翻转平台的顶部沿其宽度方向的两侧设有若干条形孔,该条形孔的长度方向与所述翻转平台的宽度方向一致,所述角钢通过螺栓连接在该条形孔处。拼装时,可以根据需要,调节翻转平台两侧的角钢之间的距离,以匹配不同钢筋骨架的尺寸。Preferably, the fixed baffle is an angle steel; the top of the turning platform is provided with several strip holes along the two sides of its width direction, the length direction of the strip holes is consistent with the width direction of the turning platform, the The angle steel is connected at the strip hole by bolts. When assembling, the distance between the angle steels on both sides of the flip platform can be adjusted according to the needs to match the size of different steel skeletons.
优选地,所述第一平车和第二平车均包括底座和升降台,所述升降台通过升降机构与所述底座连接;所述升降台的顶部设置有轴承座,所述第一转轴和第二转轴分别与相应的轴承座轴承连接;所述第一平车的升降台上还设置有所述第一电机,该第一电机的输出轴端设置有主动链轮,所述第一转轴上设置有从动链轮,所述主动链轮和从动链轮通过链条连接。盖梁钢筋骨架的长度可达18m,宽度一般为1.7m,满足翻转平台的翻转需要的高度至少为90cm,不便于人工作业,因此,本发明将翻转平台连接在升降台上,以便于工人在最低位置进行钢筋骨架的拼装和焊接作业,然后再将翻转平台升高翻转。Preferably, both the first flat car and the second flat car include a base and a lifting platform, and the lifting platform is connected to the base through a lifting mechanism; a bearing seat is provided on the top of the lifting platform, and the first rotating shaft and the second rotating shaft are respectively connected with corresponding bearing seat bearings; the first motor is also provided on the lifting platform of the first flat car, and the output shaft end of the first motor is provided with a driving sprocket, and the first A driven sprocket is arranged on the rotating shaft, and the driving sprocket and the driven sprocket are connected by a chain. The length of the steel bar frame of the cover beam can reach 18m, and the width is generally 1.7m. The height to meet the turning needs of the turning platform is at least 90cm, which is not convenient for manual work. Therefore, the present invention connects the turning platform to the lifting platform so that workers can Carry out the assembly and welding of the steel skeleton at the lowest position, and then raise the turning platform and turn it over.
优选地,所述底座的底部设置有滚轮,该滚轮可沿着所述第一轨道或第二轨道滚动,且在所述底座上设置有驱动所述滚轮滚动的第二电机。Preferably, a roller is provided at the bottom of the base, and the roller can roll along the first track or the second track, and a second motor is provided on the base to drive the roller to roll.
优选地,所述翻转平台包括若干长短不一的钢板,相邻两块钢板通过螺栓连接;位于所述翻转平台长度方向的两侧的钢板下方分别固定连接有所述第一转轴和第二转轴。将翻转平台设计为多块钢板螺栓连接的形式,在实际中,可以根据不同的项目需要,选择拆卸或安装相应地钢板以获得匹配的翻转平台尺寸,扩大本发明的盖梁钢筋骨架拼装台的应用范围。Preferably, the turning platform includes several steel plates of different lengths, and two adjacent steel plates are connected by bolts; the first rotating shaft and the second rotating shaft are respectively fixedly connected under the steel plates on both sides of the turning platform in the length direction . The overturning platform is designed as a form of multi-piece steel plate bolted connection. In practice, according to different project needs, corresponding steel plates can be selected to be removed or installed to obtain a matching overturning platform size, and to expand the capacity of the cap beam steel frame assembly platform of the present invention. application range.
优选地,所述第一轨道和第二轨道之间设置有骨架堆放平台,该骨架堆放平台与所述翻转平台之间的距离需要满足骨架从翻转平台上掉落至骨架堆放平台上的掉落高度小于5cm。可以将正面焊接完成的骨架放置在骨架堆放平台上,再在骨架堆放平台上完成骨架的背面焊接工作;此外,保证掉落高度小于5cm,以防止骨架在掉落的过程中出现开裂。Preferably, a skeleton stacking platform is provided between the first rail and the second rail, and the distance between the skeleton stacking platform and the turning platform needs to meet the requirements for the skeleton to fall from the turning platform to the skeleton stacking platform. The height is less than 5cm. The skeleton that has been welded on the front can be placed on the skeleton stacking platform, and then the back welding of the skeleton can be completed on the skeleton stacking platform; in addition, the drop height should be less than 5cm to prevent the skeleton from cracking during the fall.
附图说明Description of drawings
为了更清楚地说明本发明具体实施方式或现有技术中的技术方案,下面将对具体实施方式或现有技术描述中所需要使用的附图作简单地介绍。在所有附图中,类似的元件或部分一般由类似的附图标记标识。附图中,各元件或部分并不一定按照实际的比例绘制。In order to more clearly illustrate the specific embodiments of the present invention or the technical solutions in the prior art, the following will briefly introduce the drawings that need to be used in the description of the specific embodiments or the prior art. Throughout the drawings, similar elements or parts are generally identified by similar reference numerals. In the drawings, elements or parts are not necessarily drawn in actual scale.
图1为本发明的盖梁钢筋骨架拼装台的结构示意图;Fig. 1 is the structural representation of cap beam reinforcement frame assembling platform of the present invention;
图2为本发明的第一平车的结构示意图;Fig. 2 is the structural representation of the first flat car of the present invention;
图3为图2中的P向示意图;Fig. 3 is the schematic diagram of P direction in Fig. 2;
图4为本发明的第一平车的底座的结构示意图;Fig. 4 is the structural representation of the base of the first flat car of the present invention;
图5为本发明的翻转平台的拼装状态结构示意图;Fig. 5 is a structural schematic diagram of the assembled state of the turning platform of the present invention;
图6为本发明的夹紧装置的结构示意图。Fig. 6 is a schematic structural view of the clamping device of the present invention.
附图标记:Reference signs:
1-第一轨道;2-第二轨道;3-第一平车;4-第二平车;5-翻转平台;6-固定挡板;7-夹紧装置;8-骨架堆放平台;9-气保焊机;1-first track; 2-second track; 3-first flat car; 4-second flat car; 5-turning platform; 6-fixed baffle; 7-clamping device; 8-frame stacking platform; 9 - gas shielded welding machine;
31-底座;32-升降台;33-升降机构;41-轴承座;51-第一转轴;52-第二转轴;53-条形孔;54-固定轴;71-气缸;72-传动杆;73-推杆;74-活动挡板;75-螺栓;76-橡胶套;31-base; 32-lifting platform; 33-lifting mechanism; 41-bearing seat; 51-first rotating shaft; 52-second rotating shaft; 53-strip hole; 54-fixed shaft; 71-cylinder; 72-transmission rod ; 73-push rod; 74-movable baffle; 75-bolt; 76-rubber sleeve;
311-纵梁;312-横梁;313-滚轮;321-第一电机;322-轴承座;331-外剪臂;332-内剪臂;333-第一横杆;334-第二横杆;335-液压油缸;731-顶杆;732-套筒。311-longitudinal beam; 312-beam; 313-roller; 321-first motor; 322-bearing seat; 331-outer shear arm; 332-inner shear arm; 333-first cross bar; 335-hydraulic cylinder; 731-ejector; 732-sleeve.
具体实施方式Detailed ways
下面将结合附图对本发明技术方案的实施例进行详细的描述。以下实施例仅用于更加清楚地说明本发明的技术方案,因此只作为示例,而不能以此来限制本发明的保护范围。Embodiments of the technical solutions of the present invention will be described in detail below in conjunction with the accompanying drawings. The following examples are only used to illustrate the technical solutions of the present invention more clearly, and therefore are only examples, rather than limiting the protection scope of the present invention.
如图1所示,本实施例的盖梁钢筋骨架拼装台,包括间距设置的第一轨道1和第二轨道2,第一轨道1和第二轨道2分别包括两根钢轨,还包括可分别沿着第一轨道1和第二轨道2运动的第一平车3和第二平车4,在第一平车3和第二平车4之间连接有翻转平台5,该翻转平台5用于拼装钢筋骨架,在翻转平台5的长度方向的两端中部分别焊接有第一转轴51和第二转轴52,其中,第一转轴51与第一平车3转动连接,第二转轴52与第二平车4转动连接。As shown in Figure 1, the cap beam reinforced skeleton assembling platform of the present embodiment includes a first rail 1 and a second rail 2 arranged at intervals, the first rail 1 and the second rail 2 respectively include two steel rails, and also include The first flat car 3 and the second flat car 4 moving along the first track 1 and the second track 2 are connected with an overturning platform 5 between the first flat car 3 and the second flat car 4, and the overturning platform 5 is used for In the assembled steel skeleton, a first rotating shaft 51 and a second rotating shaft 52 are respectively welded in the middle of the two ends of the turning platform 5 in the length direction. Two flat cars are connected by 4 rotations.
具体地,参考图2、图3和图4,上述第一平车3包括底座31和升降台32,升降台32通过升降机构33与底座31连接,其中底座31包括两根纵梁311和连接在两纵梁311之间的若干横梁312,在两根纵梁311的底部分别设置有两个滚轮313,该滚轮313与上述钢轨适配,且在底座31的其中某个横梁312上设置有驱动其中一组滚轮313滚动的第二电机(图中未示出);升降机构33包括两根相互平行的外剪臂331和两根相互平行的内剪臂332,外剪臂331和内剪臂332成对设置在第一平车3的两侧,且同侧的外剪臂331和内剪臂332的中间部分铰接在一起,外剪臂331和内剪臂332的两端分别与升降台32和底座31铰接,且两根外剪臂331之间连接有第一横杆333,两根内剪臂332之间连接有第二横杆334,在第一横杆333和第而横杆334之间连接有液压油缸335,该液压油缸335的活塞杆端与第二横杆334连接,缸筒端与第一横杆333连接,用于驱动升降台32上下运动;在第一平车3的升降台32的顶部设置有第一电机321,该第一电机321的输出轴通过主动链轮、链条与第一转轴51上的从动链轮连接,以驱动第一转轴51旋转,在升降台32的顶部设置有两个支撑第一转轴51的轴承座322,第一转轴51与该轴承座322轴承连接。Specifically, with reference to Fig. 2, Fig. 3 and Fig. 4, the above-mentioned first flat car 3 includes a base 31 and a lifting platform 32, and the lifting platform 32 is connected with the base 31 through a lifting mechanism 33, wherein the base 31 includes two longitudinal beams 311 and connecting For some beams 312 between the two longitudinal beams 311, two rollers 313 are respectively arranged at the bottoms of the two longitudinal beams 311. The second motor (not shown) that drives wherein a group of roller 313 rolls; The arms 332 are arranged in pairs on both sides of the first flat car 3, and the middle parts of the outer scissor arm 331 and the inner scissor arm 332 of the same side are hinged together, and the two ends of the outer scissor arm 331 and the inner scissor arm 332 are respectively connected to the lift Platform 32 and base 31 are hinged, and first cross bar 333 is connected between two outer scissor arms 331, and second cross bar 334 is connected between two inner scissor arms 332, and first cross bar 333 and second cross bar 334 are connected with each other. A hydraulic cylinder 335 is connected between the rods 334, the piston rod end of the hydraulic cylinder 335 is connected with the second crossbar 334, and the cylinder end is connected with the first crossbar 333, which is used to drive the lifting table 32 to move up and down; The top of the lifting platform 32 of the car 3 is provided with a first motor 321, the output shaft of the first motor 321 is connected with the driven sprocket on the first rotating shaft 51 through a driving sprocket, a chain, to drive the first rotating shaft 51 to rotate, Two bearing seats 322 supporting the first rotating shaft 51 are arranged on the top of the lifting platform 32 , and the first rotating shaft 51 is bearing-connected with the bearing seats 322 .
本实施例中,第二平车4和第一平车3的结构基本一致,不同之处仅在于第一平车3的顶部设置有驱动第一转轴51转动驱动装置(电机、链轮和链条等),而第二平车4的顶部仅设置有与第二转轴52轴承连接的轴承座41。In the present embodiment, the structure of the second flat car 4 and the first flat car 3 is basically the same, and the only difference is that the top of the first flat car 3 is provided with a driving device (motor, sprocket and chain) that drives the first rotating shaft 51 to rotate. etc.), and the top of the second flat car 4 is only provided with the bearing seat 41 that is bearing-connected with the second rotating shaft 52 .
如图1和图5所示,上述翻转平台5的宽度方向的两侧设置有固定挡板6,该固定档板6为角钢,翻转平台5的顶部沿其宽度方向的两侧设有若干条形孔53,该条形孔53的长度方向与翻转平台5的宽度方向一致,固定档板6通过螺栓连接在该条形孔53处,使用时,工人可以根据待拼装的盖梁骨架的尺寸调节好两块固定档板6之间的距离,然后将钢筋摆放在翻转平台5上并拼装成所需的盖梁骨架形状,拼装后的盖梁骨架的宽度方向的两端的钢筋分别抵靠在两侧的固定档板6上,在翻转平台5上还设置有若干用于与固定挡板6配合以夹紧钢筋的夹紧装置7,以在钢筋夹紧后进行焊接作业。需要说明的是,图5只是示出了一种盖梁钢筋骨架的拼装示意图,实际中,盖梁钢筋骨架的结构多种多样,每种骨架需要夹紧和焊接的位置也不尽相同,因此,夹紧装置7的布置可以根据实际情况进行布局,只要满足夹紧钢筋的需求即可。As shown in Fig. 1 and Fig. 5, the both sides of the width direction of above-mentioned overturning platform 5 are provided with fixed baffle 6, and this fixed baffle 6 is angle steel, and the top of overturning platform 5 is provided with several strips along the both sides of its width direction. shape hole 53, the length direction of the strip hole 53 is consistent with the width direction of the turning platform 5, and the fixed baffle plate 6 is connected to the strip hole 53 by bolts. During use, workers can Adjust the distance between the two fixed baffles 6, then place the reinforcing bars on the overturning platform 5 and assemble them into the required cover beam skeleton shape, and the steel bars at the two ends of the width direction of the assembled cover beam skeleton lean against respectively On the fixed baffles 6 on both sides, several clamping devices 7 for cooperating with the fixed baffles 6 to clamp the reinforcing bars are also arranged on the turning platform 5, so as to carry out the welding operation after the reinforcing bars are clamped. It should be noted that Figure 5 only shows a schematic diagram of the assembly of a cap beam steel skeleton. In practice, the structure of the cap beam steel skeleton is varied, and the positions for clamping and welding of each kind of skeleton are also different. Therefore, , the layout of the clamping device 7 can be carried out according to the actual situation, as long as it meets the requirements of clamping steel bars.
具体地,如图6所示,上述夹紧装置7包括依次连接的气缸71、传动杆72、推杆73和活动挡板74,其中,气缸71连接在翻转平台5的底部,传动杆72的一端与该气缸71的气缸杆铰接,另一端与推杆73铰接,在翻转平台5的底部设有固定轴54,传动杆72的中部套设在该固定轴54上,随着气缸71的气缸杆的伸缩,传动杆72围绕固定轴54摆动,从而带动推杆73作伸缩运动,并最终由推杆73带动活动挡板74夹紧或释放待焊接的钢筋,该活动挡板74的前端面呈内凹梯形,以在夹紧钢筋时,将钢筋限定在内凹的梯形槽内,防止出现钢筋滑动的情况。Specifically, as shown in Figure 6, the above-mentioned clamping device 7 includes a cylinder 71, a transmission rod 72, a push rod 73 and a movable baffle 74 connected in sequence, wherein the cylinder 71 is connected to the bottom of the turning platform 5, and the transmission rod 72 One end is hinged with the cylinder rod of the cylinder 71, the other end is hinged with the push rod 73, and the bottom of the turning platform 5 is provided with a fixed shaft 54, and the middle part of the transmission rod 72 is sleeved on the fixed shaft 54. The expansion and contraction of the rod, the transmission rod 72 swings around the fixed shaft 54, thereby driving the push rod 73 to perform telescopic movement, and finally the push rod 73 drives the movable baffle 74 to clamp or release the steel bar to be welded, the front end of the movable baffle 74 It is in a concave trapezoidal shape, so that when the steel bar is clamped, the steel bar is limited in the concave trapezoidal groove to prevent the steel bar from sliding.
进一步地,上述推杆73包括顶杆731和套筒732,顶杆731的前端和活动挡板74连接,顶杆731的末端与套筒732的前端螺纹连接,套筒732的末端与传动杆72铰接,在工作中,工人可以采用将顶杆731旋入或旋出的方式调节推杆73的长度,以在气缸71的行程不足时起到补偿作用,从而适应更多不同尺寸的钢筋骨架的拼装需要。Further, the push rod 73 includes a push rod 731 and a sleeve 732, the front end of the push rod 731 is connected to the movable baffle 74, the end of the push rod 731 is screwed to the front end of the sleeve 732, and the end of the sleeve 732 is connected to the transmission rod 72 hinged, during work, the worker can adjust the length of the push rod 73 by screwing the push rod 731 in or out, so as to compensate when the stroke of the cylinder 71 is insufficient, so as to adapt to more steel skeletons of different sizes assembly needs.
进一步地,上述夹紧装置7还包括导向装置,该导向装置包括间距设置在所述翻转平台5顶部的两根螺栓75(图6中只示出一根),两根螺栓75的外周均套设有橡胶套76,该橡胶套76夹设在螺栓头和翻转平台5之间,上述顶杆731卡接在两根螺栓75之间,且顶杆731的外周与橡胶套76接触,防止顶杆731在伸缩过程中出现左右晃动的情况,由于顶杆731的重量较大,在实际中一般不会出现上下跳动的情况,但是,如果在实际应用时出现了跳动情况,也可以在顶杆731的顶部增设卡件,以限制顶杆731向上跳动的自由度。Further, the above-mentioned clamping device 7 also includes a guiding device, which includes two bolts 75 (only one is shown in Fig. 6 ) arranged at the top of the turning platform 5 at intervals, and the outer peripheries of the two bolts 75 are evenly sleeved. A rubber sleeve 76 is provided, and the rubber sleeve 76 is sandwiched between the bolt head and the turning platform 5. The above-mentioned ejector rod 731 is clamped between the two bolts 75, and the outer periphery of the ejector rod 731 is in contact with the rubber sleeve 76 to prevent the Rod 731 shakes from side to side during telescopic process, because the weight of ejector rod 731 is bigger, generally can not occur the situation of bouncing up and down in practice, but, if jumping situation occurs in actual application, also can be in ejector rod The top of 731 is provided with clamping piece, to limit the degree of freedom that push rod 731 jumps upwards.
此外,如图1所示,在上述第一轨道1和第二轨道2之间设置有骨架堆放平台8,该骨架堆放平台可由型钢结合钢板搭建,在实际中,工人在翻转平台5上完成钢筋骨架的拼装和焊接工作,然后开启液压油缸335驱动升降机构33运动,使得升降台32上升到足够翻转平台5翻转180度的高度,然后开启第一电机321,驱动第一转轴51转动,带动翻转平台5进行180度的翻转,翻转到位后,控制液压油缸335带动升降台32回落至最低位置,再开启第二电机,驱动第一平车3(第二平车4)在第一轨道1(第二轨道2)上滑动,使得翻转平台5正对骨架堆放平台8,此时,控制夹紧装置7释放骨架钢筋,在重力的作用下,正面焊接完成的盖梁骨架掉落在骨架堆放平台8上,此时,工人即可在骨架堆放平台8上进行反面的焊接工作,为了防止盖梁骨架在掉落的过程中出现损坏,本实施例中,骨架堆放平台8的高度需满足骨架钢筋从翻转平台5上掉落的高度小于5cm。In addition, as shown in Figure 1, a skeleton stacking platform 8 is provided between the above-mentioned first track 1 and the second track 2, and the skeleton stacking platform can be constructed by section steel combined with steel plates. Assembling and welding the skeleton, and then turn on the hydraulic cylinder 335 to drive the lifting mechanism 33 to move, so that the lifting platform 32 rises to a height sufficient to turn over the platform 5 by 180 degrees, and then turn on the first motor 321 to drive the first rotating shaft 51 to rotate and turn over The platform 5 is turned 180 degrees. After the turn is in place, the hydraulic oil cylinder 335 is controlled to drive the lifting table 32 to fall back to the lowest position, and then the second motor is turned on to drive the first flat car 3 (the second flat car 4) on the first track 1 ( The second track 2) slides up so that the turning platform 5 faces the skeleton stacking platform 8. At this time, the clamping device 7 is controlled to release the skeleton steel bars. 8, at this moment, the worker can carry out the welding work on the reverse side on the skeleton stacking platform 8, in order to prevent the cover beam skeleton from being damaged in the process of falling, in this embodiment, the height of the skeleton stacking platform 8 needs to meet the requirements of the skeleton reinforcement The height of falling from the turning platform 5 is less than 5cm.
在实际中,可以在盖梁钢筋骨架拼装台处设置多个气保焊机9,以方便工人在翻转平台5和骨架堆放平台8上完成骨架的正反面焊接工作。In practice, a plurality of gas shielded welding machines 9 can be installed at the assembling platform of the steel bar frame of the cover beam, so as to facilitate workers to complete the front and back welding work of the frame on the turning platform 5 and the frame stacking platform 8 .
本实施例中,上述翻转平台5由若干长短不一的钢板相互螺栓连接而成,钢板的长度可以为6m或3m,其中,位于5翻转平台长度方向的两侧的钢板下方分别焊接有第一转轴51和第二转轴52,也就是说,实际中,只有翻转平台5两侧的钢板是固定组成部分,其余钢板可以根据实际项目需要进行增减,以匹配不同的盖梁骨架尺寸。In the present embodiment, the above-mentioned overturning platform 5 is formed by connecting several steel plates of different lengths with bolts, and the length of the steel plates can be 6m or 3m. The rotating shaft 51 and the second rotating shaft 52, that is to say, in practice, only the steel plates on both sides of the turning platform 5 are fixed components, and the remaining steel plates can be increased or decreased according to actual project needs to match different cover beam frame sizes.
需要说明的是,组成翻转平台5的钢板的厚度一般为1cm,由于翻转平台5的长度较长(可达18m),因此,为了提高翻转平台5的刚度,防止翻转平台5出现弯曲变形,可以在翻转平台5的底部增设若干型钢,而具体的型钢布置方式可以根据需要进行合理设计,只要满足翻转平台5的刚度需求即可;上述气缸71在实际中也可以直接与翻转平台5底部的型钢连接。It should be noted that the thickness of the steel plate forming the turning platform 5 is generally 1cm, because the length of the turning platform 5 is longer (up to 18m), therefore, in order to improve the rigidity of the turning platform 5 and prevent the turning platform 5 from bending deformation, you can Add some shaped steels at the bottom of the turning platform 5, and the specific shaped steel arrangement can be reasonably designed as required, as long as the rigidity requirements of the turning platform 5 are met; connect.
此外,还可以在翻转平台5的底部设置活动插销(图中未示出),该活动插销夹设在翻转平台5和第一平车3、第二平车4的顶部之间,以在翻转平台5处于水平状态时,对翻转平台5起到支撑作用,降低第一转轴51和第二转轴52的受力。上述活动插销可以为搭设在第一平车3、第二平车4顶部的长杆,在翻转平台5翻转时,工人将该长杆取下,并在翻转到位时,将长杆夹设在翻转平台5和第一平车3、第二平车4之间。In addition, a movable bolt (not shown) can also be set at the bottom of the turning platform 5, and the moving bolt is sandwiched between the turning platform 5 and the tops of the first flat car 3 and the second flat car 4, so as to turn over When the platform 5 is in a horizontal state, it supports the turning platform 5 and reduces the stress on the first rotating shaft 51 and the second rotating shaft 52 . The above-mentioned movable latch can be a long rod built on the top of the first flat car 3 and the second flat car 4. When the turning platform 5 is overturned, the worker removes the long rod, and when the flip is in place, the long rod is clamped on the Between the turning platform 5 and the first flat car 3 and the second flat car 4.
最后应说明的是:以上实施例仅用以说明本发明的技术方案,而非对其限制;尽管参照前述实施例对本发明进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述实施例所记载的技术方案进行修改,或者对其中部分或者全部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发明实施例技术方案的范围,其均应涵盖在本发明的权利要求和说明书的范围当中。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present invention, rather than to limit them; although the present invention has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: it can still be Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent replacements are made to some or all of the technical features; and these modifications or replacements do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention. It should be included within the scope of the claims and description of the present invention.
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| CN108385529B (en) | 2019-05-17 |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CB03 | Change of inventor or designer information | ||
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Inventor after: Li Kaiming Inventor after: Xu Jianxing Inventor after: Jiang Hualong Inventor before: Li Kaiming |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190517 |