CN118561144B - Integral hoisting equipment for steel reinforcement cage of support conversion beam and working method of integral hoisting equipment - Google Patents

Integral hoisting equipment for steel reinforcement cage of support conversion beam and working method of integral hoisting equipment Download PDF

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CN118561144B
CN118561144B CN202411051657.0A CN202411051657A CN118561144B CN 118561144 B CN118561144 B CN 118561144B CN 202411051657 A CN202411051657 A CN 202411051657A CN 118561144 B CN118561144 B CN 118561144B
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supporting
arm
steel cage
jacking
frame
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CN118561144A (en
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林秉耿
张国杭
李大俊
桂运全
王欢
聂园园
林航
金扬浩
姚瑶
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China Construction Third Engineering Bureau Fujian Investment Construction Co ltd
China Construction Third Bureau Group Co Ltd
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China Construction Third Engineering Bureau Fujian Investment Construction Co ltd
China Construction Third Bureau Construction Engineering Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/22Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C13/00Other constructional features or details
    • B66C13/04Auxiliary devices for controlling movements of suspended loads, or preventing cable slack
    • B66C13/08Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for depositing loads in desired attitudes or positions

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  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本发明涉及建筑工程技术领域,尤其涉及一种支撑转换梁钢筋笼整体吊装设备,包括支撑框架、设置于所述支撑框架上的支撑横梁、设置于所述支撑横梁上的吊装设备,所述支撑框架包括支撑底座、固定插设于所述支撑底座上的盘扣架、活动设置于所述盘扣架上的用于增加盘扣架稳定性的防失稳装置,所述支撑横梁通过可调顶托装置设置于所述支撑框架的顶部位置,所述支撑横梁上固定设置有吊钩,所述吊装设备通过吊钩与所述支撑横梁连接,通过所述吊装设备对钢筋笼进行下放、就位,并在这个过程中为钢筋笼提供稳定支撑,解决了现有转换梁施工过程中钢筋笼在下放过程中容易产生局部荷载突增的情况进而导致支架失稳变形的技术问题;同时提出该设备的工作方法。

The present invention relates to the field of construction engineering technology, and in particular to an integral lifting device for a steel cage supporting a conversion beam, comprising a supporting frame, a supporting beam arranged on the supporting frame, and a lifting device arranged on the supporting beam. The supporting frame comprises a supporting base, a buckle frame fixedly inserted on the supporting base, and an anti-instability device movably arranged on the buckle frame for increasing the stability of the buckle frame. The supporting beam is arranged at the top position of the supporting frame through an adjustable top supporting device, and a hook is fixedly arranged on the supporting beam. The lifting device is connected to the supporting beam through the hook. The steel cage is lowered and put into place through the lifting device, and stable support is provided for the steel cage in the process, thereby solving the technical problem that the steel cage is prone to sudden increase in local load during the lowering process of the existing conversion beam construction process, thereby causing the bracket to become unstable and deformed. At the same time, a working method of the device is proposed.

Description

一种支撑转换梁钢筋笼整体吊装设备及其工作方法An integral hoisting device for supporting a transfer beam steel cage and a working method thereof

技术领域Technical Field

本发明涉及建筑工程施工技术领域,尤其涉及一种支撑转换梁钢筋笼整体吊装设备及其工作方法。The invention relates to the technical field of building engineering construction, and in particular to an integral hoisting device for a steel cage supporting a transfer beam and a working method thereof.

背景技术Background Art

转换梁是在剪力墙和底层框架结构连接处设置的转换梁。因为建筑功能要求,下部大空间,上部部分竖向构件不能直接连续贯通落地,而通过水平转换结构与下部竖向构件连接。当布置的转换梁支撑上部的剪力墙的时候,转换梁叫框支梁,支撑框支梁的柱子就叫做框支柱。The transfer beam is set at the connection between the shear wall and the bottom frame structure. Due to the building function requirements, the lower part has a large space, and the upper part of the vertical components cannot be directly connected to the ground, but connected to the lower vertical components through a horizontal transfer structure. When the transfer beam is arranged to support the upper shear wall, the transfer beam is called a frame support beam, and the column supporting the frame support beam is called a frame support column.

建筑物某层的上部与下部因平面使用功能不同,该楼层上部与下部采用不同结构类型,并通过该楼层进行结构转换,则该楼层称为结构转换层。The upper and lower parts of a floor of a building have different functions. Different structural types are adopted for the upper and lower parts of the floor, and the structure is transferred through this floor. This floor is called a structural transfer layer.

中国专利申请号为201810889072.4的发明专利公开了一种施工空间受限大截面转换梁施工方法,其特征在于在待浇筑转换梁部位设置装配式组合垫架,在转换梁模板与立柱之间设置模板横撑,在转换梁模板的底部设置板侧限位板和板底拉筋;在转换梁模板的底部与底座顶板、承压板之间均设置模板支撑体;在下层楼面板上布设承载支架;转换梁钢筋笼吊装时,转换梁钢筋笼吊装部位设置钢筋笼搁架。该发明不但可以提升转换梁模板支设的施工效率和质量,而且可以有效降低转换梁施工对下层楼板的影响,还可以改善钢筋笼吊装施工的质量。但是如果是在大截面转换梁施工中,传统的施工方法是采用设置钢筋支架措施进行钢筋工程施工,其施工过程中由于钢筋密集且荷载大,支架设置间距小,导致钢筋绑扎操作空间小,工作效率低,钢筋绑扎完成后钢筋支架拆除下放安全风险系数大,同时下放过程中极易发生局部荷载突增情况导致支架失稳变形。上述发明也并未针对该技术问题提出解决方案。The invention patent with Chinese patent application number 201810889072.4 discloses a construction method for large-section conversion beams with limited construction space, which is characterized in that an assembled composite pad frame is set at the position of the conversion beam to be cast, a template cross brace is set between the conversion beam template and the column, and a plate side limit plate and a plate bottom tie bar are set at the bottom of the conversion beam template; a template support body is set between the bottom of the conversion beam template and the base top plate and the pressure plate; a load-bearing bracket is arranged on the lower floor panel; when the conversion beam steel cage is hoisted, a steel cage shelf is set at the conversion beam steel cage hoisting position. This invention can not only improve the construction efficiency and quality of the conversion beam template support, but also effectively reduce the impact of the conversion beam construction on the lower floor slab, and can also improve the quality of the steel cage hoisting construction. However, in the construction of large-section transfer beams, the traditional construction method is to use steel support measures to carry out steel engineering construction. During the construction process, due to the dense steel bars and heavy loads, the support spacing is small, resulting in a small steel bar binding operation space and low work efficiency. After the steel bars are tied, the steel bar support is removed and lowered, and the safety risk factor is high. At the same time, it is very easy to have a sudden increase in local load during the lowering process, causing the support to become unstable and deformed. The above invention also does not provide a solution to this technical problem.

发明内容Summary of the invention

因此,针对上述问题,本发明提出一种支撑转换梁钢筋笼整体吊装设备及其工作方法,解决了现有转换梁施工过程中钢筋笼在下放过程中容易产生局部荷载突增的情况进而导致支架失稳变形的技术问题。Therefore, in order to solve the above problems, the present invention proposes an overall lifting device for supporting the transfer beam steel cage and a working method thereof, which solves the technical problem that in the existing transfer beam construction process, the steel cage is prone to sudden increase in local load during the lowering process, thereby causing the bracket to become unstable and deformed.

为实现上述目的,本发明采用了以下技术方案:一种支撑转换梁钢筋笼整体吊装设备,包括支撑框架、设置于所述支撑框架上的支撑横梁、设置于所述支撑横梁上的吊装设备,所述支撑框架包括支撑底座、固定插设于所述支撑底座上的盘扣架、活动设置于所述盘扣架上的用于增加盘扣架稳定性的防失稳装置,所述支撑横梁通过可调顶托装置设置于所述支撑框架的顶部位置,所述支撑横梁上固定设置有吊钩,所述吊装设备通过吊钩与所述支撑横梁连接,通过所述吊装设备对钢筋笼进行吊装、下放、就位,并在这个过程中为钢筋笼提供稳定支撑;To achieve the above-mentioned purpose, the present invention adopts the following technical scheme: a supporting conversion beam steel cage integral lifting device, comprising a supporting frame, a supporting crossbeam arranged on the supporting frame, and a lifting device arranged on the supporting crossbeam, the supporting frame comprising a supporting base, a buckle frame fixedly inserted on the supporting base, and an anti-instability device movably arranged on the buckle frame for increasing the stability of the buckle frame, the supporting crossbeam is arranged at the top position of the supporting frame through an adjustable top supporting device, a hook is fixedly arranged on the supporting crossbeam, the lifting device is connected to the supporting crossbeam through the hook, the steel cage is lifted, lowered, and put into place by the lifting device, and stable support is provided for the steel cage in the process;

所述可调顶托装置包括相互套设的顶推子杆和顶推母杆,所述顶推子杆与所述支撑横梁配合连接,所述顶推母杆与所述盘扣架套设连接,所述顶推子杆内周侧壁上设置有第一螺纹,所述顶推母杆包括第一连接端和第二连接端,所述第一连接端与所述第二连接端轴承连接,所述第二连接端与所述盘扣架固定连接,所述第一连接端可沿所述顶推母杆的轴线方向360°旋转,所述第一连接端上端设置有第二螺纹,所述第二螺纹与所述第一螺纹相互啮合,所述顶推母杆上位于所述第一连接端上固定设置有调节旋钮。The adjustable jacking device includes a jacking rod and a jacking mother rod which are sleeved with each other, the jacking rod is cooperatively connected with the supporting crossbeam, the jacking mother rod is sleeved and connected with the buckle frame, a first thread is arranged on the inner circumferential side wall of the jacking rod, the jacking mother rod includes a first connecting end and a second connecting end, the first connecting end is connected with the second connecting end bearing, the second connecting end is fixedly connected with the buckle frame, the first connecting end can rotate 360° along the axial direction of the jacking mother rod, the upper end of the first connecting end is provided with a second thread, the second thread is meshed with the first thread, and an adjusting knob is fixedly arranged on the first connecting end of the jacking mother rod.

进一步的,所述顶推子杆的顶部设置有承托盘,所述承托盘包括承托部和支撑部,所述承托部平行于水平面,所述支撑部与所述承托部相互垂直且沿竖直面向上延伸,所述支撑横梁架设于所述承托盘上。Furthermore, a bearing tray is provided at the top of the push rod, and the bearing tray includes a bearing portion and a supporting portion, the bearing portion is parallel to the horizontal plane, the supporting portion is perpendicular to the bearing portion and extends upward along the vertical plane, and the supporting beam is mounted on the bearing tray.

进一步的,所述支撑横梁与所述支撑部之间插设有用于保持支撑横梁稳定的契紧木枋。Furthermore, a tightening wooden beam for maintaining the stability of the supporting beam is inserted between the supporting beam and the supporting portion.

进一步的,所述防失稳装置包括防失稳横梁和活动设置于所述防失稳横梁上的若干个固定卡臂,所述防失稳横梁上沿其长度方向设置有移动滑槽,所述固定卡臂通过卡设于所述移动滑槽上进而沿所述防失稳横梁的长度方向移动,所述固定卡臂与所述防失稳横梁相互垂直且沿竖直方向的上下两端延伸。Furthermore, the anti-instability device includes an anti-instability beam and a plurality of fixed clamping arms movably arranged on the anti-instability beam, a movable slide groove is arranged on the anti-instability beam along its length direction, the fixed clamping arm is clamped on the movable slide groove and moves along the length direction of the anti-instability beam, the fixed clamping arm and the anti-instability beam are perpendicular to each other and extend at the upper and lower ends in the vertical direction.

进一步的,所述吊装设备包括葫芦吊、缠绕设置于所述葫芦吊上的牵引锁链、由所述牵引锁链吊装的吊梁、铰接于所述吊梁两端的两根稳定臂、铰接设置于所述稳定臂上的若干加固臂组,所述加固臂组沿所述稳定臂的长度方向间隔设置,所述加固臂组包括两根相对设置的加固臂;两根稳定臂分别为第一稳定臂和第二稳定臂,设置于所述第一稳定臂上的加固臂为第一加固臂,设置于所述第二稳定臂上的加固臂为第二加固臂,所述吊梁和所述稳定臂均为两端敞口的中空结构,所述吊装设备上还设置有用于控制所述第一稳定臂和所述第二稳定臂,使二者在竖直面上进行同步旋转,实现相互分离或者相互抵靠的引导装置。Furthermore, the lifting equipment includes a hoist, a traction chain wound around the hoist, a lifting beam lifted by the traction chain, two stabilizing arms hinged at both ends of the lifting beam, and a plurality of reinforcement arm groups hinged on the stabilizing arms, the reinforcement arm groups are spaced apart along the length direction of the stabilizing arms, and the reinforcement arm groups include two oppositely arranged reinforcement arms; the two stabilizing arms are respectively a first stabilizing arm and a second stabilizing arm, the reinforcement arm arranged on the first stabilizing arm is the first reinforcement arm, and the reinforcement arm arranged on the second stabilizing arm is the second reinforcement arm, the lifting beam and the stabilizing arms are both hollow structures with open ends, and the lifting equipment is also provided with a guiding device for controlling the first stabilizing arm and the second stabilizing arm so that the two rotate synchronously on a vertical plane to separate from or abut against each other.

进一步的,所述引导装置包括设置于所述吊梁上的旋转轮组、与所述旋转轮组相互啮合的第一链条和第二链条、设置于所述第一加固臂上的第一链轮和设置于所述第二加固臂上的第二链轮,所述旋转轮组包括同轴转动的第一旋转轮和第二旋转轮,所述第一旋转轮和所述第二旋转轮之间设置有用于驱动二者转动的转动电机,所述第一链轮设置于所述第一加固臂和所述第一稳定臂的铰接处,所述第二链轮设置于所述第二加固臂与所述第二稳定臂的铰接处,所述第一链条分别与所述第一旋转轮和所述第一链轮啮合,所述第二链条分别与所述第二旋转轮和所述第二链轮啮合,通过所述旋转轮组的转动带动所述第一链轮和所述第二链轮转动,进而带动所述第一加固臂和所述第二加固臂在竖直面上的转动。Furthermore, the guiding device includes a rotating wheel group arranged on the hanging beam, a first chain and a second chain meshing with the rotating wheel group, a first sprocket arranged on the first reinforcing arm, and a second sprocket arranged on the second reinforcing arm, the rotating wheel group includes a first rotating wheel and a second rotating wheel rotating coaxially, a rotating motor for driving the first rotating wheel and the second rotating wheel to rotate is arranged between the first rotating wheel and the second rotating wheel, the first sprocket is arranged at the hinge of the first reinforcing arm and the first stabilizing arm, the second sprocket is arranged at the hinge of the second reinforcing arm and the second stabilizing arm, the first chain meshes with the first rotating wheel and the first sprocket respectively, and the second chain meshes with the second rotating wheel and the second sprocket respectively, and the first sprocket and the second sprocket are driven to rotate by the rotation of the rotating wheel group, thereby driving the first reinforcing arm and the second reinforcing arm to rotate in the vertical plane.

进一步的,所述第一加固臂的自由端末端设置有相互连接的第一弧形过渡面和第一抵靠面,所述第二加固臂的自由端末端设置有相互连接的第二弧形过渡面和第二抵靠面,当所述第一加固臂与所述第二加固臂均转动至与水平面平行时,所述第一抵靠面和所述第二抵靠面相互抵靠。Furthermore, the free end of the first reinforcing arm is provided with a first arcuate transition surface and a first abutment surface which are connected to each other, and the free end of the second reinforcing arm is provided with a second arcuate transition surface and a second abutment surface which are connected to each other. When the first reinforcing arm and the second reinforcing arm are rotated to be parallel to the horizontal plane, the first abutment surface and the second abutment surface abut against each other.

一种支撑转换梁钢筋笼整体吊装设备的工作方法,包括以下步骤:A working method for integrally hoisting equipment for supporting a transfer beam reinforcement cage comprises the following steps:

S1、在转换梁两侧搭设盘扣架,盘扣架作为受力系统,同时兼做操作平台;S1. Set up buckle frames on both sides of the transfer beam. The buckle frames serve as a force-bearing system and also as an operating platform;

S2、采用钢管将转换梁两侧的盘扣架连成一个整体,同时通过防失稳装置固定盘扣架;S2. Use steel pipes to connect the buckle frames on both sides of the transfer beam into a whole, and fix the buckle frames through anti-instability devices;

S3、在支撑横梁上焊接吊钩,进而将支撑横梁架设于盘扣架上,并用契紧木枋将支撑横梁与可调顶托装置契紧;S3. Weld a hook on the supporting beam, then install the supporting beam on the buckle frame, and use a tightening wooden beam to tighten the supporting beam and the adjustable jacking device;

S4、将吊装设备挂设于吊钩上对钢筋笼进行吊装、下放、就位钢筋笼,在这个过程中同步对钢筋笼进行结构支撑,使其在不发生形变的前提下就位。S4. Hang the lifting equipment on the hook to lift, lower and put the steel cage in place. In this process, the steel cage is structurally supported simultaneously so that it can be put in place without deformation.

进一步的,步骤S4中,吊装设备中的引导装置同步工作使第一加固臂和第二加固臂转动至平行于水平面且第一抵靠面和第二抵靠面相互抵靠,为钢筋笼提供横向支撑。Furthermore, in step S4, the guiding device in the lifting equipment works synchronously to rotate the first reinforcement arm and the second reinforcement arm to be parallel to the horizontal plane and the first abutting surface and the second abutting surface abut against each other, providing lateral support for the steel cage.

通过采用前述技术方案,本发明的有益效果是:By adopting the above technical solution, the beneficial effects of the present invention are:

1、本发明通过对钢筋笼吊装设备的结构改进,使其能够适配支撑转换梁施工的使用,通过将转换梁两侧的盘扣架作为受力系统,同时能够兼做施工操作平台,在盘扣架架体顶部设置有支撑横梁,将支撑横梁作为钢筋笼的传力系统,通过电动的葫芦吊吊装钢筋笼进行绑扎、下放、就位钢筋笼,钢筋笼下放过程中通过吊装设备对钢筋笼进行维稳加固作业,保证钢筋笼整体的稳定性,并且在这个过程中能够减少劳动力的投入,提高施工效率,并且支撑横梁采用工字钢,工字钢可周转减少了支持架的投入。1. The present invention improves the structure of the steel cage hoisting equipment so that it can adapt to the use of supporting the conversion beam construction. The buckle frames on both sides of the conversion beam are used as the force-bearing system and can also be used as a construction operation platform. A supporting crossbeam is arranged on the top of the buckle frame body. The supporting crossbeam is used as the force transmission system of the steel cage. The steel cage is hoisted by an electric hoist to bind, lower and put the steel cage in place. During the lowering process of the steel cage, the hoisting equipment is used to maintain the stability and reinforce the steel cage to ensure the overall stability of the steel cage. In this process, the labor input can be reduced and the construction efficiency can be improved. The supporting crossbeam is made of I-beam, and the I-beam can be turned over to reduce the investment in the support frame.

2、本发明通过在盘扣架的顶端设置有可调顶托装置,通过可调顶托装置来对支撑横梁在竖直方向上的高度进行微调,由于盘扣架的搭设均是采用直径为32mm的圆柱形钢材进行固定拼接,完成后的盘扣架为一个固定不动的稳定结构,故通过可调顶托装置来对支撑横梁的上下位置进行微调能够使整个具备更广的使用场景,可调顶托装置包括相互套设且采用螺纹连接的顶推子杆和顶推母杆,其中顶推母杆中的第一连接端和第二连接端采用轴承连接,即能够保证第二连接端固定不动的前提下第一连接端进行360°旋转,进而实现第一连接端上的第二螺纹与顶推子杆上的第一螺纹所啮合的区域大小进行变化,进而控制顶推子杆的上升和下落,并且在这个过程中只有第一连接端进行转动,顶推子杆和第二连接端均不进行转动,保证了位移的稳定性,通过在第一连接端上设置有调节旋钮,通过调节旋钮来控制第一连接端的转动,更加省力。2. The present invention is provided with an adjustable jacking device at the top of the buckle frame, and the height of the supporting beam in the vertical direction is finely adjusted by the adjustable jacking device. Since the buckle frame is erected by fixedly splicing cylindrical steel with a diameter of 32 mm, the completed buckle frame is a fixed and stable structure. Therefore, the upper and lower positions of the supporting beam can be finely adjusted by the adjustable jacking device, so that the whole can have a wider range of usage scenarios. The adjustable jacking device includes a jacking rod and a jacking mother rod which are mutually sleeved and threadedly connected, wherein the first connection end of the jacking mother rod The first connection end is connected to the second connection end by a bearing, that is, the first connection end can rotate 360° under the premise that the second connection end is fixed, thereby realizing the change of the size of the area where the second thread on the first connection end is engaged with the first thread on the push rod, thereby controlling the rise and fall of the push rod, and in this process, only the first connection end rotates, and the push rod and the second connection end do not rotate, thereby ensuring the stability of the displacement, and by arranging an adjusting knob on the first connection end, the rotation of the first connection end can be controlled by adjusting the knob, which is more labor-saving.

3、本发明中位于顶推子杆的顶部位置通过设置有承托盘来与支撑横梁进行配合,提高了配合的稳定性,其中承托部能够为支撑横梁提供竖直方向的支撑保障,而支撑部能够为支撑横梁提供水平方向上的支撑保障,进而通过在支撑横梁与支撑部之间插设有用于保持支撑横梁稳定的契紧木枋,契紧木枋的增设一方面能够为支撑横梁和承托盘提供缓冲,另一方面能够通过契紧木枋的规格大小的调节来使承托盘适应不同规格的支撑横梁,使其使用场景更广。3. In the present invention, a bearing tray is provided at the top position of the top push rod to cooperate with the supporting beam, thereby improving the stability of the cooperation, wherein the supporting part can provide vertical support for the supporting beam, and the supporting part can provide horizontal support for the supporting beam, and then a locking wooden beam for maintaining the stability of the supporting beam is inserted between the supporting beam and the supporting part. The addition of the locking wooden beam can provide a buffer for the supporting beam and the bearing tray on the one hand, and on the other hand, the bearing tray can be adapted to supporting beams of different specifications by adjusting the size of the locking wooden beam, thereby expanding its usage scenarios.

4、本发明中通过在盘扣架上设置有防失稳装置来保证盘扣架使用过程中的稳定,盘扣架为了保证其整体重量,采用钢管拼接而成,使用时容易因局部受力不均而产生扭曲或变形,通过设置防失稳装置能够避免该情况的发生,其中防失稳横梁作为主要支撑件为盘扣架上的钢管提供横向支撑,而固定卡臂能够与钢管进行配合,固定相邻两根钢管,同时固定卡臂还能够沿防失稳横梁的长度方向进行来回移动,换言之固定卡臂可以固定相邻两根钢管,也可以根据实际使用需求固定盘扣架上的任意两根钢管,保证盘扣架使用过程中的稳定性。4. In the present invention, an anti-instability device is provided on the disc buckle frame to ensure the stability of the disc buckle frame during use. In order to ensure its overall weight, the disc buckle frame is made of steel pipes. It is easy to be twisted or deformed due to local uneven force during use. This situation can be avoided by providing an anti-instability device, wherein the anti-instability beam serves as the main supporting member to provide lateral support for the steel pipes on the disc buckle frame, and the fixed clamp arm can cooperate with the steel pipe to fix two adjacent steel pipes. At the same time, the fixed clamp arm can also move back and forth along the length direction of the anti-instability beam. In other words, the fixed clamp arm can fix two adjacent steel pipes, and can also fix any two steel pipes on the disc buckle frame according to actual use requirements to ensure the stability of the disc buckle frame during use.

5、本发明中通过设置有吊装设备,来保证钢筋笼的绑扎、下放和就位,吊装设备上的葫芦吊用于提供牵引驱动力,其中吊梁用于挂置钢筋笼,与吊梁两端相互铰接的稳定臂用于对钢筋笼起到竖直方向上的支撑力,避免钢筋笼在下放过程中由于受到外力而发生扭曲变形,当钢筋笼完全下放后,进一步通过第一加固臂和第二加固臂转动至平行于水平面并相互抵靠解除,为稳定臂提供水平方向上的支撑力,至此,对于钢筋笼整体吊装并在吊装下放后的加固流程完成,保证了钢筋笼在不发生扭曲形变的前提下稳定下放并且在下放到位后稳定支撑性能更强。5. In the present invention, a lifting device is provided to ensure the binding, lowering and positioning of the steel cage. The hoist on the lifting device is used to provide traction driving force, wherein the lifting beam is used to hang the steel cage, and the stabilizing arms hinged to each other at both ends of the lifting beam are used to provide vertical support for the steel cage to prevent the steel cage from twisting and deformation due to external force during the lowering process. When the steel cage is completely lowered, the first reinforcement arm and the second reinforcement arm are further rotated to be parallel to the horizontal plane and abut against each other to release, thereby providing horizontal support for the stabilizing arm. At this point, the overall lifting of the steel cage and the reinforcement process after the lifting and lowering are completed, ensuring that the steel cage is stably lowered without twisting and deformation and has stronger stable support performance after being lowered into place.

6、本发明中的引导装置设置于吊梁上,通过第一链条和第二链条来驱动第一加固臂和第二加固臂的转动,且第一链条和第二链条直接从吊梁和稳定臂的中空腔中经过,不会对盘扣架的结构造成影响,二者之间不会造成相互干涉,同时引导装置中的旋转轮组包括两个同轴转动的旋转轮,当两个旋转轮进行同向转动过程中即可同步实现第一链条和第二链条的收放作业,进而控制第一加固臂和第二加固臂的靠近或者远离。6. The guiding device in the present invention is arranged on the hanging beam, and the first chain and the second chain are used to drive the rotation of the first reinforcement arm and the second reinforcement arm. The first chain and the second chain pass directly through the hollow cavity of the hanging beam and the stabilizing arm, and will not affect the structure of the buckle frame. There will be no mutual interference between the two. At the same time, the rotating wheel group in the guiding device includes two coaxially rotating rotating wheels. When the two rotating wheels rotate in the same direction, the retraction and extension operations of the first chain and the second chain can be synchronously realized, thereby controlling the approach or distance of the first reinforcement arm and the second reinforcement arm.

7、关于本发明所提出来的吊装设备的使用方法中,其关键一步在于在步骤S4中钢筋笼下放过程中至钢筋笼完全下放至就位,引导装置同步工作保证第一加固臂和第二加固臂之间通过第一抵靠面和第二抵靠面的抵靠接触实现二者的连接,能够为钢筋笼提供横向的支撑。7. Regarding the method for using the lifting equipment proposed in the present invention, a key step is that during the lowering process of the steel cage in step S4, until the steel cage is completely lowered into place, the guiding device works synchronously to ensure that the first reinforcement arm and the second reinforcement arm are connected through the abutment contact between the first abutment surface and the second abutment surface, thereby providing lateral support for the steel cage.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

通过阅读参照以下附图对非限制性实施例所作的详细描述,本发明的其它特征、目的和优点将会变得更明显:Other features, objects and advantages of the present invention will become more apparent from the detailed description of non-limiting embodiments made with reference to the following drawings:

图1为本发明整体施工作业图;FIG1 is an overall construction operation diagram of the present invention;

图2为本发明整体结构示意图;Fig. 2 is a schematic diagram of the overall structure of the present invention;

图3为本发明中支撑横梁和盘扣架配合结构示意图;FIG3 is a schematic diagram of the matching structure of the support beam and the buckle frame in the present invention;

图4为本发明中支撑横梁和葫芦吊连接结构示意图;FIG4 is a schematic diagram of the connection structure between the support beam and the hoist in the present invention;

图5为本发明中吊装设备结构示意图;FIG5 is a schematic diagram of the structure of the hoisting equipment in the present invention;

图6为本发明中旋转轮组立体结构示意图;FIG6 is a schematic diagram of the three-dimensional structure of the rotating wheel set in the present invention;

图7为本发明中旋转轮组俯视结构示意图;FIG7 is a schematic diagram of a top view of the structure of a rotating wheel assembly in the present invention;

图8为本发明中旋转轮组分别与第一链条和第二链条啮合工作示意图;FIG8 is a schematic diagram of the working state of the rotating wheel set in the present invention respectively meshing with the first chain and the second chain;

图9为本发明中第一链条和第二链条分别与第一链轮和第二链轮啮合工作示意图;FIG9 is a schematic diagram of the first chain and the second chain respectively meshing with the first sprocket and the second sprocket in the present invention;

图10为本发明中防失稳装置立体结构示意图。FIG. 10 is a schematic diagram of the three-dimensional structure of the anti-instability device in the present invention.

附图标记说明:1-支撑框架、11-支撑底座、12-盘扣架、13-防失稳装置、131-移动滑槽、132-固定卡臂、2-支撑横梁、21-吊钩、3-吊装设备、31-葫芦吊、32-牵引锁链、33-吊梁、34-稳定臂、35-加固臂组、341-第一稳定臂、342-第二稳定臂、351-第一加固臂、352-第二加固臂、3511-第一弧形过渡面、3512-第一抵靠面、3521-第二弧形过渡面、3522-第二抵靠面、4-可调顶托装置、41-顶推子杆、42-顶推母杆、411-承托盘、412-第一螺纹、4111-承托部、4112-支撑部、421-第一连接端、422-第二连接端、4211-第二螺纹、4212-调节旋钮、5-契紧木枋、6-引导装置、61-旋转轮组、62-转动电机、63-第一链条、64-第二链条、611-第一旋转轮、612-第二旋转轮、65-第一链轮、66-第二链轮。Description of reference numerals: 1-support frame, 11-support base, 12-disc buckle frame, 13-anti-instability device, 131-movable slide, 132-fixed clamp arm, 2-support beam, 21-hook, 3-lifting equipment, 31-hoist, 32-traction chain, 33-lifting beam, 34-stabilizing arm, 35-reinforcement arm group, 341-first stabilizing arm, 342-second stabilizing arm, 351-first reinforcement arm, 352-second reinforcement arm, 3511-first arc transition surface, 3512-first abutment surface, 3521-second arc transition surface, 35 22-second abutment surface, 4-adjustable jacking device, 41-pushing rod, 42-pushing mother rod, 411-bearing tray, 412-first thread, 4111-bearing portion, 4112-supporting portion, 421-first connecting end, 422-second connecting end, 4211-second thread, 4212-adjusting knob, 5-fastening wooden beam, 6-guiding device, 61-rotating wheel set, 62-rotating motor, 63-first chain, 64-second chain, 611-first rotating wheel, 612-second rotating wheel, 65-first sprocket, 66-second sprocket.

具体实施方式DETAILED DESCRIPTION

为使本发明实现的技术手段、创作特征、达成目的与功效易于明白了解,下面结合具体实施方式,进一步阐述本发明。In order to make the technical means, creative features, objectives and effects achieved by the present invention easy to understand, the present invention is further explained below in conjunction with specific implementation methods.

请参阅图1-图10,本发明提供一种支撑转换梁钢筋笼整体吊装设备,包括支撑框架1、设置于所述支撑框架1上的支撑横梁2、设置于所述支撑横梁2上的吊装设备3,所述支撑框架1包括支撑底座11、固定插设于所述支撑底座11上的盘扣架12、活动设置于所述盘扣架12上的用于增加盘扣架12稳定性的防失稳装置13,所述支撑横梁2通过可调顶托装置4设置于所述支撑框架1的顶部位置,所述支撑横梁2上固定设置有吊钩21,所述吊装设备3通过吊钩21与所述支撑横2梁连接,通过所述吊装设备3对钢筋笼进行吊装、下放、就位,并在这个过程中为钢筋笼提供稳定支撑。Please refer to Figures 1 to 10. The present invention provides an integral lifting device for a supporting conversion beam steel cage, comprising a supporting frame 1, a supporting beam 2 arranged on the supporting frame 1, and a lifting device 3 arranged on the supporting beam 2. The supporting frame 1 comprises a supporting base 11, a buckle frame 12 fixedly inserted on the supporting base 11, and an anti-instability device 13 movably arranged on the buckle frame 12 for increasing the stability of the buckle frame 12. The supporting beam 2 is arranged at the top position of the supporting frame 1 through an adjustable jacking device 4. A hook 21 is fixedly arranged on the supporting beam 2. The lifting device 3 is connected to the supporting beam 2 through the hook 21. The steel cage is lifted, lowered, and put into place through the lifting device 3, and stable support is provided for the steel cage in the process.

所述可调顶托装置4包括相互套设的顶推子杆41和顶推母杆42,所述顶推子杆41与所述支撑横梁2配合连接,所述顶推母杆42与所述盘扣架12套设连接,所述顶推子杆41内周侧壁上设置有第一螺纹412,所述顶推母杆42包括第一连接端421和第二连接端422,所述第一连接端421与所述第二连接端422轴承连接,所述第二连接端422与所述盘扣架12固定连接,所述第一连接端421可沿所述顶推母杆42的轴线方向360°旋转,所述第一连接端421上端设置有第二螺纹4211,所述第二螺纹4211与所述第一螺纹412相互啮合,所述顶推母杆42上位于所述第一连接端421上固定设置有调节旋钮4212;The adjustable jacking device 4 includes a jacking rod 41 and a jacking mother rod 42 which are sleeved with each other, the jacking rod 41 is cooperatively connected with the supporting crossbeam 2, the jacking mother rod 42 is sleeved and connected with the buckle frame 12, a first thread 412 is provided on the inner peripheral side wall of the jacking rod 41, the jacking mother rod 42 includes a first connecting end 421 and a second connecting end 422, the first connecting end 421 is bearing-connected with the second connecting end 422, the second connecting end 422 is fixedly connected with the buckle frame 12, the first connecting end 421 can rotate 360° along the axial direction of the jacking mother rod 42, the upper end of the first connecting end 421 is provided with a second thread 4211, the second thread 4211 is meshed with the first thread 412, and an adjusting knob 4212 is fixedly provided on the first connecting end 421 of the jacking mother rod 42;

所述顶推子杆41的顶部设置有承托盘411,所述承托盘411包括承托部4111和支撑部4112,所述承托部4111平行于水平面,所述支撑部4112与所述承托部4111相互垂直且沿竖直面向上延伸,所述支撑横梁2架设于所述承托盘411上,所述支撑横梁2与所述支撑部4112之间插设有用于保持支撑横梁2稳定的契紧木枋5。A supporting tray 411 is provided on the top of the push rod 41, and the supporting tray 411 includes a supporting portion 4111 and a supporting portion 4112. The supporting portion 4111 is parallel to the horizontal plane, and the supporting portion 4112 is perpendicular to the supporting portion 4111 and extends upward along the vertical plane. The supporting beam 2 is mounted on the supporting tray 411, and a tightening wooden beam 5 for maintaining the stability of the supporting beam 2 is inserted between the supporting beam 2 and the supporting portion 4112.

所述防失稳装置13包括防失稳横梁和活动设置于所述防失稳横梁上的若干个固定卡臂132,所述防失稳横梁上沿其长度方向设置有移动滑槽131,所述固定卡臂132通过卡设于所述移动滑槽131上进而沿所述防失稳横梁的长度方向移动,所述固定卡臂132与所述防失稳横梁相互垂直且沿竖直方向的上下两端延伸,所述固定卡臂132的具体数量根据实际需要进行设定,且所述固定卡臂132与所述移动滑槽131活动连接,可随意进行数量的增加和减少。The anti-instability device 13 includes an anti-instability beam and a plurality of fixed clamping arms 132 movably arranged on the anti-instability beam. A movable slide groove 131 is arranged on the anti-instability beam along its length direction. The fixed clamping arms 132 are clamped on the movable slide groove 131 and move along the length direction of the anti-instability beam. The fixed clamping arms 132 are perpendicular to the anti-instability beam and extend at the upper and lower ends in the vertical direction. The specific number of the fixed clamping arms 132 is set according to actual needs, and the fixed clamping arms 132 are movably connected to the movable slide groove 131, and the number can be increased or decreased at will.

所述吊装设备3包括葫芦吊31、缠绕设置于所述葫芦吊31上的牵引锁链32、由所述牵引锁链32吊装的吊梁33、铰接于所述吊梁33两端的两根稳定臂34、铰接设置于所述稳定臂34上的若干加固臂组35,所述加固臂组35沿所述稳定臂34的长度方向间隔设置,所述加固臂组35包括两根相对设置的加固臂;两根稳定臂分别为第一稳定臂341和第二稳定臂342,设置于所述第一稳定臂341上的加固臂为第一加固臂351,设置于所述第二稳定臂342上的加固臂为第二加固臂352,所述吊梁33和所述稳定臂34均为两端敞口的中空结构,所述吊装设备3上还设置有用于控制所述第一稳定臂341和所述第二稳定臂342,使二者在竖直面上进行同步旋转,实现相互分离或者相互抵靠的引导装置6;The hoisting equipment 3 includes a hoist 31, a traction chain 32 wound around the hoist 31, a hanging beam 33 hoisted by the traction chain 32, two stabilizing arms 34 hinged at both ends of the hanging beam 33, and a plurality of reinforcing arm groups 35 hinged on the stabilizing arms 34, wherein the reinforcing arm groups 35 are arranged at intervals along the length direction of the stabilizing arms 34, and the reinforcing arm groups 35 include two oppositely arranged reinforcing arms; the two stabilizing arms are respectively a first stabilizing arm 341 and a second stabilizing arm 342, the reinforcing arm arranged on the first stabilizing arm 341 is a first reinforcing arm 351, and the reinforcing arm arranged on the second stabilizing arm 342 is a second reinforcing arm 352, the hanging beam 33 and the stabilizing arm 34 are both hollow structures with open ends, and the hoisting equipment 3 is also provided with a guiding device 6 for controlling the first stabilizing arm 341 and the second stabilizing arm 342 so that the two can rotate synchronously on a vertical plane to separate from or abut against each other;

所述引导装置6包括设置于所述吊梁33上的旋转轮组61、与所述旋转轮组61相互啮合的第一链条63和第二链条64、设置于所述第一加固臂351上的第一链轮65和设置于所述第二加固臂352上的第二链轮66,所述旋转轮组61包括同轴转动的第一旋转轮611和第二旋转轮612,所述第一旋转轮611和所述第二旋转轮612之间设置有用于驱动二者转动的转动电机62,所述第一链轮65设置于所述第一加固臂351和所述第一稳定臂341的铰接处,所述第二链轮66设置于所述第二加固臂352与所述第二稳定臂342的铰接处,所述第一链条63分别与所述第一旋转轮611和所述第一链轮65啮合,所述第二链条64分别与所述第二旋转轮612和所述第二链轮66啮合,通过所述旋转轮组61的转动带动所述第一链轮65和所述第二链轮66转动,进而带动所述第一加固臂351和所述第二加固臂352在竖直面上的转动,第一链条63和第二链条64采用穿过吊梁和分别穿过第一稳定臂341与第二稳定臂342之间的空腔后,分别与第一链轮65和第二链轮66啮合。The guiding device 6 includes a rotating wheel group 61 arranged on the hanging beam 33, a first chain 63 and a second chain 64 meshing with the rotating wheel group 61, a first sprocket 65 arranged on the first reinforcing arm 351 and a second sprocket 66 arranged on the second reinforcing arm 352, the rotating wheel group 61 includes a first rotating wheel 611 and a second rotating wheel 612 rotating coaxially, a rotating motor 62 for driving the first rotating wheel 611 and the second rotating wheel 612 to rotate is arranged between the first rotating wheel 611 and the second rotating wheel 612, the first sprocket 65 is arranged at the hinge of the first reinforcing arm 351 and the first stabilizing arm 341, and the second sprocket 66 is arranged at the first reinforcing arm 351 and the first stabilizing arm 341. At the hinge between the second reinforcement arm 352 and the second stabilizing arm 342, the first chain 63 is respectively meshed with the first rotating wheel 611 and the first sprocket 65, and the second chain 64 is respectively meshed with the second rotating wheel 612 and the second sprocket 66. The rotation of the rotating wheel group 61 drives the first sprocket 65 and the second sprocket 66 to rotate, thereby driving the first reinforcement arm 351 and the second reinforcement arm 352 to rotate on the vertical plane. The first chain 63 and the second chain 64 pass through the suspension beam and the cavity between the first stabilizing arm 341 and the second stabilizing arm 342 respectively, and then mesh with the first sprocket 65 and the second sprocket 66 respectively.

所述第一加固臂351的自由端末端设置有相互连接的第一弧形过渡面3511和第一抵靠面3512,所述第二加固臂352的自由端末端设置有相互连接的第二弧形过渡面3521和第二抵靠面3522,当所述第一加固臂351与所述第二加固臂352均转动至与水平面平行时,所述第一抵靠面3512和所述第二抵靠面3522相互抵靠。The free end of the first reinforcing arm 351 is provided with a first arcuate transition surface 3511 and a first abutting surface 3512 which are connected to each other, and the free end of the second reinforcing arm 352 is provided with a second arcuate transition surface 3521 and a second abutting surface 3522 which are connected to each other. When the first reinforcing arm 351 and the second reinforcing arm 352 are rotated to be parallel to the horizontal plane, the first abutting surface 3512 and the second abutting surface 3522 abut against each other.

本发明同步提出上述设备的工作方法,一种支撑转换梁钢筋笼整体吊装设备的工作方法,包括以下步骤:The present invention simultaneously proposes a working method of the above-mentioned device, a working method of a device for hoisting a steel cage as a whole supporting a transfer beam, comprising the following steps:

S1、在转换梁两侧搭设盘扣架12,盘扣架12作为受力系统,同时兼做操作平台;S1. Set up buckle frames 12 on both sides of the transfer beam. The buckle frames 12 serve as a force-bearing system and also as an operating platform;

S2、采用钢管将转换梁两侧的盘扣架12连成一个整体,同时通过防失稳装置13固定盘扣架12;S2, using steel pipes to connect the buckle frames 12 on both sides of the transfer beam into a whole, and fixing the buckle frames 12 through the anti-instability device 13;

S3、在支撑横梁2上焊接吊钩21,进而将支撑横梁2架设于盘扣架2上,并用契紧木枋5将支撑横梁2与可调顶托装置4契紧;S3, welding the hook 21 on the supporting beam 2, and then erecting the supporting beam 2 on the buckle frame 2, and fastening the supporting beam 2 and the adjustable jacking device 4 with the fastening wooden beam 5;

S4、将吊装设备3挂设于吊钩21上对钢筋笼进行吊装、下放、就位钢筋笼,在这个过程中同步对钢筋笼进行结构支撑,使其在不发生形变的前提下就位。S4, hanging the hoisting equipment 3 on the hook 21 to hoist, lower and put the steel cage in place. In this process, the steel cage is structurally supported so that it can be put in place without deformation.

进一步的,步骤S4中,吊装设3备中的引导装置同步工作使第一加固臂351和第二加固臂352转动至平行于水平面且第一抵靠面3512和第二抵靠面3522相互抵靠,为钢筋笼提供横向支撑。Furthermore, in step S4, the guiding device in the lifting device 3 works synchronously to rotate the first reinforcement arm 351 and the second reinforcement arm 352 to be parallel to the horizontal plane and the first abutment surface 3512 and the second abutment surface 3522 abut against each other, providing lateral support for the steel cage.

以上显示和描述了本发明的基本原理和主要特征和本发明的优点,对于本领域技术人员而言,显然本发明不限于上述示范性实施例的细节,而且在不背离本发明的精神或基本特征的情况下,能够以其他的具体形式实现本发明。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本发明的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本发明内。不应将权利要求中的任何附图标记视为限制所涉及的权利要求。The above shows and describes the basic principles and main features of the present invention and the advantages of the present invention. It is obvious to those skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and the present invention can be implemented in other specific forms without departing from the spirit or basic features of the present invention. Therefore, no matter from which point of view, the embodiments should be regarded as exemplary and non-restrictive. The scope of the present invention is defined by the attached claims rather than the above description, and it is intended that all changes falling within the meaning and scope of the equivalent elements of the claims are included in the present invention. Any figure mark in the claims should not be regarded as limiting the claims involved.

此外,应当理解,虽然本说明书按照实施方式加以描述,但并非每个实施方式仅包含一个独立的技术方案,说明书的这种叙述方式仅仅是为清楚起见,本领域技术人员应当将说明书作为一个整体,各实施例中的技术方案也可以经适当组合,形成本领域技术人员可以理解的其他实施方式。In addition, it should be understood that although the present specification is described according to implementation modes, not every implementation mode contains only one independent technical solution. This description of the specification is only for the sake of clarity. Those skilled in the art should regard the specification as a whole. The technical solutions in each embodiment may also be appropriately combined to form other implementation modes that can be understood by those skilled in the art.

Claims (5)

1.一种支撑转换梁钢筋笼整体吊装设备,包括支撑框架、设置于所述支撑框架上的支撑横梁、设置于所述支撑横梁上的吊装设备,其特征在于:所述支撑框架包括支撑底座、固定插设于所述支撑底座上的盘扣架、活动设置于所述盘扣架上的用于增加盘扣架稳定性的防失稳装置,所述支撑横梁通过可调顶托装置设置于所述支撑框架的顶部位置,所述支撑横梁上固定设置有吊钩,所述吊装设备通过吊钩与所述支撑横梁连接,通过所述吊装设备对钢筋笼进行吊装、下放、就位,并在这个过程中为钢筋笼提供稳定支撑;1. A device for hoisting a steel cage of a supporting conversion beam as a whole, comprising a supporting frame, a supporting crossbeam arranged on the supporting frame, and a hoisting device arranged on the supporting crossbeam, characterized in that: the supporting frame comprises a supporting base, a buckle frame fixedly inserted on the supporting base, and an anti-instability device movably arranged on the buckle frame for increasing the stability of the buckle frame, the supporting crossbeam is arranged at the top position of the supporting frame through an adjustable top supporting device, a hook is fixedly arranged on the supporting crossbeam, the hoisting device is connected to the supporting crossbeam through the hook, the steel cage is hoisted, lowered, and put into place by the hoisting device, and stable support is provided for the steel cage in the process; 所述可调顶托装置包括相互套设的顶推子杆和顶推母杆,所述顶推子杆与所述支撑横梁配合连接,所述顶推母杆与所述盘扣架套设连接,所述顶推子杆内周侧壁上设置有第一螺纹,所述顶推母杆包括第一连接端和第二连接端,所述第一连接端与所述第二连接端轴承连接,所述第二连接端与所述盘扣架固定连接,所述第一连接端可沿所述顶推母杆的轴线方向360°旋转,所述第一连接端上端设置有第二螺纹,所述第二螺纹与所述第一螺纹相互啮合,所述顶推母杆上位于所述第一连接端上固定设置有调节旋钮;The adjustable jacking device comprises a jacking rod and a jacking mother rod which are sleeved with each other, the jacking rod is matched and connected with the supporting crossbeam, the jacking mother rod is sleeved and connected with the buckle frame, a first thread is arranged on the inner peripheral side wall of the jacking rod, the jacking mother rod comprises a first connecting end and a second connecting end, the first connecting end is connected with the second connecting end bearing, the second connecting end is fixedly connected with the buckle frame, the first connecting end can rotate 360° along the axial direction of the jacking mother rod, a second thread is arranged on the upper end of the first connecting end, the second thread is meshed with the first thread, and an adjusting knob is fixedly arranged on the jacking mother rod on the first connecting end; 所述顶推子杆的顶部设置有承托盘,所述承托盘包括承托部和支撑部,所述承托部平行于水平面,所述支撑部与所述承托部相互垂直且沿竖直面向上延伸,所述支撑横梁架设于所述承托盘上;A bearing tray is provided on the top of the push rod, the bearing tray includes a bearing portion and a supporting portion, the bearing portion is parallel to the horizontal plane, the supporting portion is perpendicular to the bearing portion and extends upward along the vertical plane, and the supporting beam is mounted on the bearing tray; 所述支撑横梁与所述支撑部之间插设有用于保持支撑横梁稳定的契紧木枋;A tightening wooden beam is inserted between the supporting crossbeam and the supporting portion to keep the supporting crossbeam stable; 所述防失稳装置包括防失稳横梁和活动设置于所述防失稳横梁上的若干个固定卡臂,所述防失稳横梁上沿其长度方向设置有移动滑槽,所述固定卡臂通过卡设于所述移动滑槽上进而沿所述防失稳横梁的长度方向移动,所述固定卡臂与所述防失稳横梁相互垂直且沿竖直方向的上下两端延伸;The anti-instability device comprises an anti-instability beam and a plurality of fixed clamping arms movably arranged on the anti-instability beam, a movable slide groove is arranged on the anti-instability beam along its length direction, the fixed clamping arm is clamped on the movable slide groove and then moves along the length direction of the anti-instability beam, the fixed clamping arm is perpendicular to the anti-instability beam and extends along the upper and lower ends in the vertical direction; 所述吊装设备包括葫芦吊、缠绕设置于所述葫芦吊上的牵引锁链、由所述牵引锁链吊装的吊梁、铰接于所述吊梁两端的两根稳定臂、铰接设置于所述稳定臂上的若干加固臂组,所述加固臂组沿所述稳定臂的长度方向间隔设置,所述加固臂组包括两根相对设置的加固臂;两根稳定臂分别为第一稳定臂和第二稳定臂,设置于所述第一稳定臂上的加固臂为第一加固臂,设置于所述第二稳定臂上的加固臂为第二加固臂,所述吊梁和所述稳定臂均为两端敞口的中空结构,所述吊装设备上还设置有用于控制所述第一稳定臂和所述第二稳定臂,使二者在竖直面上进行同步旋转,实现相互分离或者相互抵靠的引导装置。The lifting equipment includes a hoist, a traction chain wound around the hoist, a lifting beam lifted by the traction chain, two stabilizing arms hinged at both ends of the lifting beam, and a plurality of reinforcement arm groups hinged on the stabilizing arms, the reinforcement arm groups are spaced apart along the length direction of the stabilizing arms, the reinforcement arm groups include two oppositely arranged reinforcement arms; the two stabilizing arms are respectively a first stabilizing arm and a second stabilizing arm, the reinforcement arm arranged on the first stabilizing arm is the first reinforcement arm, and the reinforcement arm arranged on the second stabilizing arm is the second reinforcement arm, the lifting beam and the stabilizing arms are both hollow structures with open ends, and the lifting equipment is also provided with a guiding device for controlling the first stabilizing arm and the second stabilizing arm so that the two can rotate synchronously on a vertical plane to separate from or abut against each other. 2.根据权利要求1所述的一种支撑转换梁钢筋笼整体吊装设备,其特征在于:所述引导装置包括设置于所述吊梁上的旋转轮组、与所述旋转轮组相互啮合的第一链条和第二链条、设置于所述第一加固臂上的第一链轮和设置于所述第二加固臂上的第二链轮,所述旋转轮组包括同轴转动的第一旋转轮和第二旋转轮,所述第一旋转轮和所述第二旋转轮之间设置有用于驱动二者转动的转动电机,所述第一链轮设置于所述第一加固臂和所述第一稳定臂的铰接处,所述第二链轮设置于所述第二加固臂与所述第二稳定臂的铰接处,所述第一链条分别与所述第一旋转轮和所述第一链轮啮合,所述第二链条分别与所述第二旋转轮和所述第二链轮啮合,通过所述旋转轮组的转动带动所述第一链轮和所述第二链轮转动,进而带动所述第一加固臂和所述第二加固臂在竖直面上的转动。2. The system as claimed in claim 1, wherein the first and second sprockets are engaged with the first and second sprockets, and the second and second sprockets are engaged with each other and are configured to engage with each other to form a rotation of the first and second wheels respectively. 3.根据权利要求2所述的一种支撑转换梁钢筋笼整体吊装设备,其特征在于:所述第一加固臂的自由端末端设置有相互连接的第一弧形过渡面和第一抵靠面,所述第二加固臂的自由端末端设置有相互连接的第二弧形过渡面和第二抵靠面,当所述第一加固臂与所述第二加固臂均转动至与水平面平行时,所述第一抵靠面和所述第二抵靠面相互抵靠。3. A supporting transfer beam steel cage integral lifting equipment according to claim 2, characterized in that: the free end of the first reinforcement arm is provided with a first arcuate transition surface and a first abutment surface connected to each other, and the free end of the second reinforcement arm is provided with a second arcuate transition surface and a second abutment surface connected to each other, and when the first reinforcement arm and the second reinforcement arm are rotated to be parallel to the horizontal plane, the first abutment surface and the second abutment surface abut against each other. 4.一种如权利要求3所述的支撑转换梁钢筋笼整体吊装设备的工作方法,其特征在于:包括以下步骤:4. A working method for the integral hoisting device of the steel cage supporting the transfer beam as claimed in claim 3, characterized in that it comprises the following steps: S1、在转换梁两侧搭设盘扣架,盘扣架作为受力系统,同时兼做操作平台;S1. Set up buckle frames on both sides of the transfer beam. The buckle frames serve as a force-bearing system and also as an operating platform; S2、采用钢管将转换梁两侧的盘扣架连成一个整体,同时通过防失稳装置固定盘扣架;S2. Use steel pipes to connect the buckle frames on both sides of the transfer beam into a whole, and fix the buckle frames through anti-instability devices; S3、在支撑横梁上焊接吊钩,进而将支撑横梁架设于盘扣架上,并用契紧木枋将支撑横梁与可调顶托装置契紧;S3. Weld a hook on the supporting beam, then install the supporting beam on the buckle frame, and use a tightening wooden beam to tighten the supporting beam and the adjustable jacking device; S4、将吊装设备挂设于吊钩上对钢筋笼进行吊装、下放、就位钢筋笼,在这个过程中同步对钢筋笼进行结构支撑,使其在不发生形变的前提下就位。S4. Hang the lifting equipment on the hook to lift, lower and put the steel cage in place. In this process, the steel cage is structurally supported simultaneously so that it can be put in place without deformation. 5.根据权利要求4所述的一种支撑转换梁钢筋笼整体吊装设备的工作方法,其特征在于:步骤S4中,吊装设备中的引导装置同步工作使第一加固臂和第二加固臂转动至平行于水平面且第一抵靠面和第二抵靠面相互抵靠,为钢筋笼提供横向支撑。5. The working method of the overall lifting equipment of the steel cage supporting the conversion beam according to claim 4 is characterized in that: in step S4, the guiding device in the lifting equipment works synchronously to rotate the first reinforcement arm and the second reinforcement arm to be parallel to the horizontal plane and the first abutment surface and the second abutment surface abut against each other, providing lateral support for the steel cage.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639328A (en) * 2016-10-10 2017-05-10 中国建筑第八工程局有限公司 Concrete beam steel reinforcement framework construction device and method
CN109457979A (en) * 2018-12-25 2019-03-12 上海建工五建集团有限公司 Prefabricated board lifts rock-steady structure and method

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TWI662172B (en) * 2017-10-20 2019-06-11 Ruentex Engineering & Construction Co., Ltd. Construction method for a building
CN109267491B (en) * 2018-10-17 2020-04-21 中铁大桥局集团有限公司 A mobile formwork and its construction method
CN109577650B (en) * 2018-12-31 2023-10-20 广西建工集团第五建筑工程有限责任公司 Assembled steel hanger for auxiliary prefabrication of large-scale steel reinforcement framework on construction site and construction method for auxiliary prefabrication of large-scale steel reinforcement framework
KR102296982B1 (en) * 2019-07-04 2021-09-01 (주)더나은구조엔지니어링 Transfer Structure Construction Method Using U-shaped Steel Girder
JP7463766B2 (en) * 2020-03-02 2024-04-09 株式会社大林組 Lifting device and reinforcing cage installation method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106639328A (en) * 2016-10-10 2017-05-10 中国建筑第八工程局有限公司 Concrete beam steel reinforcement framework construction device and method
CN109457979A (en) * 2018-12-25 2019-03-12 上海建工五建集团有限公司 Prefabricated board lifts rock-steady structure and method

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