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CN116553358A - Lifting device and lifting method for reinforcing reinforced concrete columns - Google Patents

Lifting device and lifting method for reinforcing reinforced concrete columns Download PDF

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Publication number
CN116553358A
CN116553358A CN202310526222.6A CN202310526222A CN116553358A CN 116553358 A CN116553358 A CN 116553358A CN 202310526222 A CN202310526222 A CN 202310526222A CN 116553358 A CN116553358 A CN 116553358A
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China
Prior art keywords
reinforced concrete
concrete column
reinforcing
positioning
lifting
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CN202310526222.6A
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程贵玲
鲁琼
戴冬冬
范德华
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Nanjing Hefeng Construction Engineering Co ltd
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Nanjing Hefeng Construction Engineering Co ltd
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Priority to CN202310526222.6A priority Critical patent/CN116553358A/en
Publication of CN116553358A publication Critical patent/CN116553358A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • 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
    • B66C1/12Slings comprising chains, wires, ropes, or bands; Nets
    • B66C1/16Slings with load-engaging platforms or frameworks
    • 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
    • B66C13/06Auxiliary devices for controlling movements of suspended loads, or preventing cable slack for minimising or preventing longitudinal or transverse swinging of loads
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B66HOISTING; LIFTING; HAULING
    • B66CCRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C15/00Safety gear

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a lifting device and a lifting method for reinforcing a reinforced concrete column, which relate to the technical field of building storey adding and comprise a supporting jig frame, wherein a winch is arranged at the top of the supporting jig frame, a chain capable of being wound is arranged on the winch, and the chain is connected with the reinforced concrete column and used for longitudinally lifting the reinforced concrete column so as to enable the reinforced concrete column to longitudinally displace; the positioning sliding rails are arranged on the side walls of the reinforced concrete column and fixedly arranged on the two opposite side surfaces of the reinforced concrete column; the locating plate is arranged on the supporting jig frame and is positioned on one side of the supporting jig frame, two groups of movable plates are arranged on the locating plate in a sliding manner along the transverse direction, and a locating area which is used for the reinforced concrete column to pass through and is adjustable in size is formed between the two groups of movable plates. The invention has the function of enhancing the stability of the reinforced concrete column in the lifting process.

Description

一种钢筋混凝土柱加固用提升装置及提升方法Lifting device and lifting method for reinforcing reinforced concrete columns

技术领域technical field

本发明涉及的建筑房屋增层技术领域,尤其是涉及一种钢筋混凝土柱加固用提升装置及提升方法。The invention relates to the technical field of adding floors to buildings, in particular to a lifting device and a lifting method for reinforcing reinforced concrete columns.

背景技术Background technique

伴随着时代的发展,原有建筑的层数已经无法满足人们的需求,因此,我国对不少地区的房屋都进行了增层改造,这样既省事又省力,并带来了不错的经济效益,在实际生活中,楼板设置在底座的上方,且楼板和底座之间设置钢筋混凝土柱,为了提高增层改造的工程质量,需拆除旧的钢筋混凝土柱,并安装新的钢筋混凝土柱,而且在钢筋混凝土的拆除过程中需要借助千斤顶,使钢筋混凝土柱与底座分离,并利用提升装置,将钢筋混凝土柱提升至合适的地方。With the development of the times, the number of floors of the original buildings can no longer meet people's needs. Therefore, the houses in many areas in our country have been remodeled with additional floors, which saves trouble and effort, and brings good economic benefits. In real life, the floor is set above the base, and reinforced concrete columns are set between the floor and the base. In order to improve the engineering quality of the floor-adding renovation, it is necessary to remove the old reinforced concrete columns and install new reinforced concrete columns. During the demolition process of reinforced concrete, it is necessary to use a jack to separate the reinforced concrete column from the base, and use a lifting device to lift the reinforced concrete column to a suitable place.

现有的钢筋混凝土柱的提升装置,通过借助卷扬机以及链条的绑扎,实现对钢筋混凝土柱的提升,然而在钢筋混凝土柱脱离底座时,由于钢筋混凝土柱的重心不稳,在钢筋混凝土柱提升过程中,容易造成链条的晃动,进而造成安全隐患。The existing lifting device for reinforced concrete columns realizes the lifting of reinforced concrete columns by means of hoist and chain binding. However, when the reinforced concrete column is separated from the base, due to the instability of the center of gravity of the reinforced concrete column, during the lifting process of the reinforced concrete column In the middle, it is easy to cause the chain to shake, which will cause a safety hazard.

发明内容Contents of the invention

本申请提供一种钢筋混凝土柱加固用提升装置及提升方法,具有增强钢筋混凝土柱在提升过程中的稳定性的作用。The application provides a lifting device and a lifting method for reinforcing a reinforced concrete column, which have the function of enhancing the stability of the reinforced concrete column during the lifting process.

本申请提供的一种钢筋混凝土柱加固用提升装置及提升方法,采用如下的技术方案:A lifting device and a lifting method for reinforcing reinforced concrete columns provided by the application adopt the following technical scheme:

一种钢筋混凝土柱加固用提升装置,包括支撑胎架,所述支撑胎架的顶部设有卷扬机,所述卷扬机上设有可收卷的链条,所述链条与钢筋混凝土柱连接,用于纵向提升钢筋混凝土柱,使钢筋混凝土柱产生纵向位移;A lifting device for reinforcing reinforced concrete columns, comprising a support tire frame, a hoist is provided on the top of the support tire frame, and a retractable chain is provided on the hoist, and the chain is connected with the reinforced concrete column for longitudinal Lift the reinforced concrete column to make the reinforced concrete column produce longitudinal displacement;

设于钢筋混凝土柱侧壁上的定位滑轨,所述定位滑轨固定设于钢筋混凝土柱的相对两侧面上;Positioning slide rails arranged on the side walls of the reinforced concrete column, the positioning slide rails are fixed on opposite sides of the reinforced concrete column;

设于支撑胎架上的定位板,所述定位板位于支撑胎架的一侧上,所述定位板上沿横向滑动设有两组活动板,两组所述活动板之间形成供钢筋混凝土柱穿过且尺寸可调式的定位区域,两组所述活动板的内表面均设有与定位滑轨相匹配的定位块。The positioning plate is located on the support tire frame, the positioning plate is located on one side of the support tire frame, and two sets of movable plates are arranged on the positioning plate along the lateral slide, and a reinforced concrete structure is formed between the two sets of movable plates. The column passes through the adjustable positioning area, and the inner surfaces of the two groups of movable plates are provided with positioning blocks that match the positioning slide rails.

通过采用上述技术方案,通过活动板与钢筋混凝土柱之间的贴合,将安装在钢筋混凝土柱表面的定位滑轨定位在活动板上,利用卷扬机收卷链条,使钢筋混凝土在两组活动板限定的定位区域内做垂直向上提升运动,由于两组活动板限定了钢筋混凝土的运动轨迹,因此,在钢筋混凝土提升过程中,能有效的避免钢筋混凝土产生水平方向上的摆动,以增强钢筋混凝土提升的稳定性。By adopting the above-mentioned technical scheme, through the bonding between the movable plate and the reinforced concrete column, the positioning slide rail installed on the surface of the reinforced concrete column is positioned on the movable plate, and the hoist is used to wind up the chain, so that the reinforced concrete is placed on the two sets of movable plates. Do vertical upward lifting movement in the limited positioning area. Since the two sets of movable plates limit the movement track of the reinforced concrete, during the lifting process of the reinforced concrete, the horizontal swing of the reinforced concrete can be effectively avoided to strengthen the reinforced concrete. Improved stability.

优选的,靠近所述支撑胎架与定位板连接侧的一侧上设有斗式提升机,所述斗式提升机上设有沿支撑胎架上下传动的料斗,所述料斗与定位板之间连接。Preferably, a bucket elevator is provided on the side close to the connection side between the supporting tire frame and the positioning plate, and a hopper that drives up and down along the supporting tire frame is provided on the bucket elevator, and the gap between the hopper and the positioning plate is connect.

通过采用上述技术方案,通过设置在支撑胎架上斗式提升机,可实现对料斗的上下传动,从而带动定位板在支撑胎架一侧面上下升降,由于钢筋混凝土柱的高度不同,因此,需要上下调节定位板的位置,使定位板被调节至钢筋混凝土柱高度以下位置,以适应不同高度的钢筋混凝土柱,适用性更广。By adopting the above technical scheme, the bucket elevator installed on the support frame can realize the up and down transmission of the hopper, thereby driving the positioning plate to move up and down on one side of the support frame. Due to the different heights of the reinforced concrete columns, it is necessary to The position of the positioning plate is adjusted up and down, so that the positioning plate is adjusted to a position below the height of the reinforced concrete column, so as to adapt to reinforced concrete columns of different heights, and has wider applicability.

优选的,所述定位板上设有用于驱动两组所述活动板在定位板上做相对同步运动的驱动组Preferably, the positioning plate is provided with a driving group for driving two groups of the movable plates to perform relative synchronous movement on the positioning plate

通过采用上述技术方案,通过驱动组件,驱动两组活动板在定位板上发生相对的同步运动,用于将活动板快速定位在钢筋混凝土柱的两侧,自动化强。By adopting the above-mentioned technical scheme, through the driving assembly, two sets of movable panels are driven to undergo relative synchronous motion on the positioning panel, which is used to quickly position the movable panels on both sides of the reinforced concrete column, and the automation is strong.

优选的,所述定位块上设有滚轮,所述滚轮与定位滑轨之间滚动设置。Preferably, the positioning block is provided with rollers, and the rollers are rollingly arranged between the positioning slide rails.

通过采用上述技术方案,由于定位块与定位滑轨之间接触会产生纵向的阻力,因此,通过在定位块上设置有滚轮,用于降低定位块与定位滑轨之间的滑动阻力,使钢筋混凝土柱提升的更加顺畅。By adopting the above-mentioned technical scheme, because the contact between the positioning block and the positioning slide rail will produce longitudinal resistance, therefore, by setting the roller on the positioning block, it is used to reduce the sliding resistance between the positioning block and the positioning slide rail, so that the steel bar Concrete columns are lifted more smoothly.

优选的,所述钢筋混凝土柱与定位滑轨之间设有用于加固钢筋混凝土柱外侧壁的紧固件,所述紧固件沿钢筋混凝土柱的纵向等间距分布。Preferably, fasteners for reinforcing the outer wall of the reinforced concrete column are provided between the reinforced concrete column and the positioning slide rail, and the fasteners are distributed at equal intervals along the longitudinal direction of the reinforced concrete column.

通过采用上述技术方案,由于一定年限的钢筋混凝土柱表面混凝土会发生老化,在钢筋混凝土柱向上提升过程中,钢筋混凝土会受到纵向上的拉伸,容易造成混凝土的局部脱落,造成安全隐患,因此,通过沿钢筋混凝土柱的外侧等间距分布有紧固件,起到加固钢筋混凝土柱的外侧壁的作用,避免混凝土脱落,提高安全性。By adopting the above technical scheme, since the concrete on the surface of reinforced concrete columns with a certain age will age, during the upward lifting process of reinforced concrete columns, the reinforced concrete will be stretched in the longitudinal direction, which will easily cause partial shedding of the concrete and cause safety hazards. , by distributing fasteners at equal intervals along the outer side of the reinforced concrete column, the effect of reinforcing the outer wall of the reinforced concrete column is played to prevent concrete from falling off and improve safety.

优选的,所述紧固件与定位滑轨之间拆卸设置。Preferably, the fastener is detachably arranged from the positioning slide rail.

通过采用上述技术方案,由于相邻两组紧固件之间存在一定间距,该间距内的混凝土会掉落的风险,因此通过定位滑轨与紧固件之间的安装,使若干组紧固件连接在一起,一方面在钢筋混凝土柱的侧面形成侧向阻挡,另一方面,方便对定位滑轨的快速装拆。By adopting the above technical scheme, since there is a certain distance between two adjacent sets of fasteners, the concrete within the distance may fall, so by positioning the installation between the slide rail and the fasteners, several sets of fasteners can be fastened The parts are connected together, on the one hand, it forms a lateral barrier on the side of the reinforced concrete column, on the other hand, it facilitates the quick assembly and disassembly of the positioning slide rail.

优选的,还包括设于钢筋混凝土柱底部的承重板,所述承重板上设有用于加固承重板上表面与钢筋混凝土柱底部之间连接处的加固件,所述加固件与链条连接。Preferably, it also includes a load-bearing plate arranged at the bottom of the reinforced concrete column, the load-bearing plate is provided with a reinforcement for reinforcing the connection between the upper surface of the load-bearing plate and the bottom of the reinforced concrete column, and the reinforcement is connected with a chain.

通过采用上述技术方案,由于钢筋混凝土柱向上提升并脱离地面,致使钢筋混凝土柱在纵向上产生拉伸,容易在钢筋混凝土柱的中部位置发生开裂和断开的现象,因此,通过在钢筋混凝土柱的底部设置承重板,将钢筋混凝土柱的提升位置放置在钢筋混凝土柱的底部,能有效的承托钢筋混凝土柱,避免钢筋混凝土柱在纵向上产生拉伸,防止钢筋混凝土柱的中部发生开裂和断开,保证钢筋混凝土柱的完整性。By adopting the above technical scheme, since the reinforced concrete column is lifted upwards and separated from the ground, the reinforced concrete column is stretched in the longitudinal direction, and cracking and disconnection are likely to occur in the middle of the reinforced concrete column. Therefore, through the reinforced concrete column The bottom of the reinforced concrete column is provided with a load-bearing plate, and the lifting position of the reinforced concrete column is placed at the bottom of the reinforced concrete column, which can effectively support the reinforced concrete column, prevent the reinforced concrete column from stretching in the longitudinal direction, and prevent cracking and cracking in the middle of the reinforced concrete column. Disconnect to ensure the integrity of the reinforced concrete column.

优选的,所述加固件在钢筋混凝土柱的底部靠近外侧壁位置处设置有若干组,若干组所述加固件之间通过箍紧环固定。Preferably, several groups of reinforcements are provided at the bottom of the reinforced concrete column near the outer wall, and several groups of reinforcements are fixed by clamping rings.

通过采用上述技术方案,由于承重板承受钢筋混凝土柱的整个重量,在承重板与钢筋混凝土柱的底部接触位置上会发生向下变形,而且在钢筋混凝土柱脱离地面的一瞬间,承重板在链条的提升下,会发生轻微倾斜,造成钢筋混凝土柱脱离承重板,因此,通过设置有加固件,一方面增强承重板的承重,另一方面,加固了承重板与钢筋混凝土柱的底部靠近外侧壁位置的连接处,并利用箍紧环,使若干组加固件形成整体,避免钢筋混凝土柱脱离承重板,稳定性高。By adopting the above technical scheme, since the load-bearing plate bears the entire weight of the reinforced concrete column, downward deformation will occur at the contact position between the load-bearing plate and the bottom of the reinforced concrete column, and at the moment when the reinforced concrete column leaves the ground, the load-bearing plate is on the chain Under the lifting of the slab, a slight inclination will occur, causing the reinforced concrete column to break away from the load-bearing slab. Therefore, by installing reinforcements, on the one hand, the load-bearing slab is enhanced. On the other hand, the bottom of the load-bearing slab and the reinforced concrete column are strengthened. The connection of the position, and use the hoop ring to make several groups of reinforcements form a whole, so as to prevent the reinforced concrete column from detaching from the load-bearing plate, and the stability is high.

优选的,该钢筋混凝土柱加固用提升装置的提升方法,其步骤包括:Preferably, the lifting method of the lifting device for reinforcement of the reinforced concrete column comprises:

S1、侧向加固钢筋混凝土柱;S1, laterally reinforced reinforced concrete columns;

根据钢筋混凝土柱的高度尺寸,由下至上依次将紧固件安装在钢筋混凝土柱的外围,且保证上下相邻的两组紧固件之间的间距范围为20-30cm;According to the height of the reinforced concrete column, install the fasteners on the periphery of the reinforced concrete column from bottom to top, and ensure that the distance between the upper and lower adjacent two sets of fasteners is 20-30cm;

S2、底部加固钢筋混凝土柱;S2. Reinforced concrete columns at the bottom;

通过设于该提升装置外部的千斤顶,抬起钢筋混凝土柱,并将该承重板放置在钢筋混凝土柱的底部,然后依次安装加固件以及箍紧环,使承重板固定在钢筋混凝土柱的底部;Lift the reinforced concrete column through the jack arranged outside the lifting device, place the load-bearing plate on the bottom of the reinforced concrete column, and then install reinforcements and clamping rings in order to fix the load-bearing plate on the bottom of the reinforced concrete column;

S3、定位导向钢筋混凝土柱;S3, positioning and guiding reinforced concrete columns;

竖直安装定位滑轨,使定位滑轨紧贴钢筋混凝土柱其中一侧以及该侧的相对侧壁上,并与紧固件固定连接,滑动调节定位板,直至钢筋混凝土柱的顶部处于定位区域内,再调节两组活动板之间的间距,使定位块上的滚轮与定位滑轨相抵;Install the positioning slide rail vertically, so that the positioning slide rail is close to one side of the reinforced concrete column and the opposite side wall of the side, and is fixedly connected with the fastener, and slides and adjusts the positioning plate until the top of the reinforced concrete column is in the positioning area Inside, adjust the distance between the two groups of movable plates, so that the rollers on the positioning block and the positioning slide rails offset;

S4、提升钢筋混凝土柱;S4, lifting the reinforced concrete column;

将链条连接于加固件上,确保安全运行的情况下,启动卷扬机,并收卷链条,使定位滑轨与两组活动板之间产生相对位移,用于垂直向上提升钢筋混凝土柱。Connect the chain to the reinforcing piece to ensure safe operation, start the hoist, and wind up the chain, so that the relative displacement between the positioning slide rail and the two sets of movable plates is used to vertically lift the reinforced concrete column.

通过采用上述技术方案,首先通过侧向加固钢筋混凝土柱,用于避免通过后续抬起钢筋混凝土柱时,钢筋混凝土柱表面的混凝土开裂掉落,再经过底部加固钢筋混凝土柱,使钢筋混凝土柱与承重板之间形成整体,采用提升承重板的方式,提升钢筋混凝土柱,能有效的避免钢筋混凝土柱的柱身受荷载,用于保证钢筋混凝土柱的完整性,最后通过定位导向钢筋混凝土柱,使钢筋混凝土柱垂直上下提升,保证钢筋混凝土柱提升的稳定性以及安全性。By adopting the above technical scheme, the reinforced concrete column is first reinforced laterally to avoid cracking and falling of the concrete on the surface of the reinforced concrete column when the reinforced concrete column is subsequently lifted, and then the reinforced concrete column is reinforced at the bottom to make the reinforced concrete column and The load-bearing slabs form a whole, and the way of lifting the load-bearing slab is used to lift the reinforced concrete column, which can effectively avoid the load on the column body of the reinforced concrete column and ensure the integrity of the reinforced concrete column. Finally, the reinforced concrete column is positioned and guided to make The reinforced concrete column is lifted vertically up and down to ensure the stability and safety of the reinforced concrete column.

综上所述,本申请具有以下有益效果:In summary, the application has the following beneficial effects:

1.该钢筋混凝土柱加固用提升装置,通过活动板与钢筋混凝土柱之间的贴合,将安装在钢筋混凝土柱表面的定位滑轨定位在活动板上,利用卷扬机收卷链条,使钢筋混凝土在两组活动板限定的定位区域内做垂直向上提升运动,由于两组活动板限定了钢筋混凝土的运动轨迹,因此,在钢筋混凝土提升过程中,能有效的避免钢筋混凝土产生水平方向上的摆动,以增强钢筋混凝土提升的稳定性;1. The lifting device for reinforced concrete column reinforcement, through the joint between the movable plate and the reinforced concrete column, positions the positioning slide rail installed on the surface of the reinforced concrete column on the movable plate, and uses the hoist to wind up the chain to make the reinforced concrete Perform vertical upward lifting movement in the positioning area defined by the two sets of movable plates. Since the two sets of movable plates limit the movement track of the reinforced concrete, during the lifting process of the reinforced concrete, the horizontal swing of the reinforced concrete can be effectively avoided. , to enhance the stability of reinforced concrete lifting;

2.该该钢筋混凝土柱加固用提升装置的提升方法,首先通过侧向加固钢筋混凝土柱,用于避免通过后续抬起钢筋混凝土柱时,钢筋混凝土柱表面的混凝土开裂掉落,再经过底部加固钢筋混凝土柱,使钢筋混凝土柱与承重板之间形成整体,采用提升承重板的方式,提升钢筋混凝土柱,能有效的避免钢筋混凝土柱的柱身受荷载,用于保证钢筋混凝土柱的完整性,最后通过定位导向钢筋混凝土柱,使钢筋混凝土柱垂直上下提升,保证钢筋混凝土柱提升的稳定性以及安全性。2. The lifting method of the lifting device for reinforcing the reinforced concrete column firstly strengthens the reinforced concrete column laterally to avoid cracking and falling of the concrete on the surface of the reinforced concrete column when the reinforced concrete column is lifted later, and then reinforces it at the bottom The reinforced concrete column makes the reinforced concrete column and the load-bearing slab form a whole, and the reinforced concrete column is lifted by lifting the load-bearing slab, which can effectively avoid the load on the column body of the reinforced concrete column and ensure the integrity of the reinforced concrete column. Finally, by positioning and guiding the reinforced concrete column, the reinforced concrete column is lifted vertically up and down to ensure the stability and safety of the reinforced concrete column.

附图说明Description of drawings

图1是本实施例中钢筋混凝土柱加固用提升装置的整体结构示意图;Fig. 1 is the overall structure schematic diagram of the hoisting device for reinforced concrete column reinforcement in the present embodiment;

图2是本实施例中定位板与两组活动板之间的连接结构示意图;Fig. 2 is a schematic diagram of the connection structure between the positioning plate and two groups of movable plates in the present embodiment;

图3是本实施例中两组活动板同步相对运动的整体结构示意图;Fig. 3 is the overall structure schematic diagram of synchronous relative movement of two groups of movable plates in the present embodiment;

图4是本实施例中活动板和定位滑轨之间的爆炸图;Figure 4 is an exploded view between the movable plate and the positioning slide rail in the present embodiment;

图5是本实施例中紧固件与定位滑轨之间的爆炸图;Figure 5 is an exploded view between the fastener and the positioning slide rail in this embodiment;

图6是本实施例中卷扬机与支撑胎架之间的连接结构示意图;Fig. 6 is a schematic diagram of the connection structure between the winch and the support frame in this embodiment;

图7是本实施例中承重板与加固件之间的连接结构示意图;Fig. 7 is a schematic diagram of the connection structure between the load-bearing plate and the reinforcement in this embodiment;

图8是本实施例中钢筋混凝土柱加固用提升装置的提升步骤流程图。Fig. 8 is a flow chart of the lifting steps of the lifting device for reinforcing reinforced concrete columns in this embodiment.

附图标记说明:1、支撑胎架;2、斗式提升机;3、定位板;4、活动板;5、定位块;6、驱动组件;601、电动伸缩杆;602、滑槽;603、连接板;604、推块;605、连动杆;7、定位滑轨;8、箍紧环;9、滚轮;10、紧固件;1001、第一扣合板;1002、第二扣合板;1003、转轴;1004、螺栓;1005、柔性爪钩;11、限位通道;12、承重板;13、卷扬机;14、链条;15、加固件;1501、加固块;1502、加固板;1503、凹槽。Explanation of reference signs: 1. Support tire frame; 2. Bucket elevator; 3. Positioning plate; 4. Movable plate; 5. Positioning block; 6. Driving assembly; 601. Electric telescopic rod; , connecting plate; 604, push block; 605, linkage rod; 7, positioning slide rail; 8, tightening ring; 9, roller; 10, fastener; 1001, the first buckling plate; ; 1003, rotating shaft; 1004, bolt; 1005, flexible claw hook; 11, limit channel; 12, bearing plate; 13, winch; 14, chain; , Groove.

具体实施方式Detailed ways

下面结合附图对本申请作进一步详细描述,有必要在此指出的是,以下具体实施方式只用于对本申请进行进一步的说明,不能理解为对本申请保护范围的限制,该领域的技术人员可以根据上述申请内容对本申请作出一些非本质的改进和调整。The application will be described in further detail below in conjunction with the accompanying drawings. It is necessary to point out that the following specific embodiments are only used to further illustrate the application, and cannot be interpreted as limiting the protection scope of the application. The above application content makes some non-essential improvements and adjustments to this application.

实施例:如图1和图2所示,本发明公开一种钢筋混凝土柱加固用提升装置,包括支撑胎架1,支撑胎架1包括水平杆和立杆,水平杆与立杆之间搭设成多层多跨的框架结构,立杆的结构稳定,且支撑胎架1的高度可根据钢筋混凝土柱的高度进行适应性调整,支撑胎架1的一侧面上设有斗式提升机2,斗式提升机2上设有沿支撑胎架1上下传动的料斗,料斗上设有定位板3,通过根据钢筋混凝土柱的高度,将料斗传动至合适的高度,使定位板3位于钢筋混凝土柱的一侧,且定位板3的顶部位置不超过钢筋混凝土柱的顶部位置,定位板3上沿横向滑动设有两组活动板4,两组活动板4之间形成供钢筋混凝土柱穿过且尺寸可调式的定位区域,通过调整活动板4的相对位置,使钢筋混凝土柱的柱身部分位于定位区域内,并通过两组活动板4在定位板3上的移动,使两组活动板4夹持在钢筋混凝土柱的一侧以及该侧的相对侧面上,且活动板4与定位板3之间呈垂直设置,利用活动板4与钢筋混凝土柱侧面之间的贴合,在钢筋混凝土柱的提升过程中,两组相对设置的活动板4能有效的起到左右限位的作用,避免提升过程中的钢筋混凝土柱发生左右摆动的现象,安全性更高;Embodiment: As shown in Fig. 1 and Fig. 2, the present invention discloses a lifting device for reinforcement of reinforced concrete columns, which includes a support frame 1, and the support frame 1 includes a horizontal bar and a vertical bar, and the horizontal bar and the vertical bar are erected It has a multi-layer and multi-span frame structure, the structure of the vertical pole is stable, and the height of the supporting tire frame 1 can be adjusted adaptively according to the height of the reinforced concrete column, and a bucket elevator 2 is provided on one side of the supporting tire frame 1, The bucket elevator 2 is equipped with a hopper that is driven up and down along the supporting tire frame 1, and a positioning plate 3 is provided on the hopper. By driving the hopper to a suitable height according to the height of the reinforced concrete column, the positioning plate 3 is positioned on the reinforced concrete column. On one side of the positioning plate 3, and the top position of the positioning plate 3 does not exceed the top position of the reinforced concrete column, two sets of movable plates 4 are arranged on the positioning plate 3 along the lateral slide, and the two sets of movable plates 4 are formed between the two sets of movable plates 4 for the reinforced concrete column to pass through. Size-adjustable positioning area, by adjusting the relative position of the movable plate 4, the column body part of the reinforced concrete column is located in the positioning area, and through the movement of the two sets of movable plates 4 on the positioning plate 3, the two sets of movable plates 4 Clamped on one side of the reinforced concrete column and the opposite side of the side, and the movable plate 4 and the positioning plate 3 are vertically arranged, and the joint between the movable plate 4 and the side of the reinforced concrete column is used to make the reinforced concrete column During the lifting process, two sets of movable plates 4 arranged opposite to each other can effectively play the role of left and right limit, avoiding the left and right swinging phenomenon of the reinforced concrete column during the lifting process, and the safety is higher;

如图2-图3所示,另外,定位板3上设有用于驱动两组活动板4在定位板3上做相对同步运动的驱动组件6,通过该驱动组件6,同时驱动两组活动板4在定位板3上发生相对的同步运动,用于快速将活动板4定位在钢筋混凝土柱的两侧,自动化强,驱动组件6包括设于定位板3上的电动伸缩杆601和设于定位板3上的滑槽602,滑槽602关于定位板3的中心轴线对称设置有两组,且两组滑槽602的内部均设有滑块,滑块上设有与活动板4相连接的连接板603,连接板603位于滑块与活动板4之间,电动伸缩杆601的输出端连接有推块604,推块604与连接板603之间通过连动杆605连接,连动杆605的两端分别铰接于推块604和连接板603上,通过电动伸缩杆601带动推块604的伸缩,并连带连动杆605与推块604之间的角度发生变化,使连接板603连带滑块在滑槽602的内部滑动,由于连动杆605关于推块604的中心轴线对称设置,且对称设置的连动杆605长度相等,因此,实现了两组活动板4与定位板3之间发生相对的同步运动,具体的,如图3所示,当需要将两组活动板4定位在钢筋混凝土柱的侧面时,通过电动伸缩杆601外伸,使推块604朝着钢筋混凝土柱的一侧靠近,此时,连动杆605与推块604和连接板603之间发生角度变化,使两组活动板4朝着钢筋混凝土柱的侧壁靠近,直至与钢筋混凝土柱的侧壁相抵,从而实现对钢筋混凝土柱的定位,在此需要特别说明的是,推块604带动连动杆605连动过程中,当连动杆605的轴线方向平行于定位板3的板面方向时,此时两组活动板4之间的间距达到最大,并且两组活动板4均与钢筋混凝土柱的侧面处于脱离状态。As shown in Figures 2-3, in addition, the positioning plate 3 is provided with a drive assembly 6 for driving two groups of movable plates 4 to perform relative synchronous movement on the positioning plate 3, through which the drive assembly 6 simultaneously drives two groups of movable plates 4 The relative synchronous movement occurs on the positioning plate 3, which is used to quickly position the movable plate 4 on both sides of the reinforced concrete column, and the automation is strong. The driving assembly 6 includes the electric telescopic rod 601 and the positioning The chute 602 on the plate 3, the chute 602 is provided with two groups symmetrically about the central axis of the positioning plate 3, and the inside of the two groups of chute 602 is provided with a slide block, and the slide block is provided with a sliding block connected to the movable plate 4. Connecting plate 603, connecting plate 603 is positioned between slide block and movable plate 4, and the output end of electric telescoping rod 601 is connected with push block 604, is connected by connecting rod 605 between pushing block 604 and connecting plate 603, and connecting rod 605 The two ends are respectively hinged on the push block 604 and the connection plate 603, and the telescopic extension of the push block 604 is driven by the electric telescopic rod 601, and the angle between the linkage rod 605 and the push block 604 changes, so that the connection plate 603 slides together. The block slides inside the chute 602. Since the linkage rod 605 is arranged symmetrically with respect to the central axis of the push block 604, and the lengths of the symmetrically arranged linkage rods 605 are equal, the two groups of movable plates 4 and the positioning plate 3 are realized. Relative synchronous movement occurs, specifically, as shown in Figure 3, when two sets of movable panels 4 need to be positioned on the side of the reinforced concrete column, the electric telescopic rod 601 is extended outward, so that the push block 604 is moved towards the side of the reinforced concrete column. One side approaches, at this time, the angle between the linkage rod 605, the push block 604 and the connecting plate 603 changes, so that the two groups of movable plates 4 move towards the side wall of the reinforced concrete column until they are against the side wall of the reinforced concrete column , so as to realize the positioning of the reinforced concrete column. What needs to be specially explained here is that during the interlocking process of the push block 604 driving the linkage rod 605, when the axis direction of the linkage rod 605 is parallel to the direction of the plate surface of the positioning plate 3, At this time, the distance between the two groups of movable panels 4 reaches the maximum, and the two groups of movable panels 4 are all separated from the sides of the reinforced concrete columns.

如图4所示,为了解决提升过程中的钢筋混凝土柱侧壁与两组活动板4之间的相对移动,造成的钢筋混凝土柱的表面混凝土掉落的现象,进一步优化的,本发明通过在钢筋混凝土柱侧壁上设有定位滑轨7,定位滑轨7固定设于钢筋混凝土柱的相对两侧面上,定位滑轨7竖向贴合并固定在钢筋混凝土柱的侧面上,且定位滑轨7设置有多组,一方面,定位滑轨7在钢筋混凝土柱的相对两侧面上形成侧向支撑,大大增强钢筋混凝土柱的整体性,用于稳定钢筋混凝土表面的裂缝及裂缝,避免向上提升的钢筋混凝土柱表面的混凝土发生脱落,另一方面,定位滑轨7与设于两组活动板4内表面的定位块5相匹配,使定位块5与定位滑轨7接触,且定位块5在定位滑轨7的内部起到定向的作用,用于提高提升过程中钢筋混凝土柱的稳定性,另外定位块5的的内部设有滚轮9,滚轮9与定位滑轨7之间滚动设置,由于定位块5与定位滑轨7之间接触会产生纵向的阻力,因此,通过在定位块5上设置有滚轮9,从而降低定位块5与定位滑轨7之间的滑动阻力,使钢筋混凝土柱提升的更加顺畅。As shown in Figure 4, in order to solve the phenomenon that the surface concrete of the reinforced concrete column falls due to the relative movement between the side wall of the reinforced concrete column and the two groups of movable plates 4 in the lifting process, further optimization, the present invention is achieved by The side wall of the reinforced concrete column is provided with a positioning slide rail 7, and the positioning slide rail 7 is fixed on the opposite two sides of the reinforced concrete column. The positioning slide rail 7 is vertically fitted and fixed on the side of the reinforced concrete column, and the positioning slide rail 7. There are multiple groups. On the one hand, the positioning slide rails 7 form lateral supports on the opposite sides of the reinforced concrete column, which greatly enhances the integrity of the reinforced concrete column, and is used to stabilize the cracks and cracks on the surface of the reinforced concrete and avoid upward lifting The concrete on the surface of the reinforced concrete column falls off. On the other hand, the positioning slide rail 7 matches the positioning block 5 located on the inner surface of the two groups of movable plates 4, so that the positioning block 5 contacts the positioning slide rail 7, and the positioning block 5 The inside of the positioning slide rail 7 plays a role of orientation, and is used to improve the stability of the reinforced concrete column during the lifting process. In addition, the inside of the positioning block 5 is provided with a roller 9, which is rolled between the roller 9 and the positioning slide rail 7. Since the contact between the positioning block 5 and the positioning slide rail 7 will produce longitudinal resistance, therefore, by setting the roller 9 on the positioning block 5, the sliding resistance between the positioning block 5 and the positioning slide rail 7 is reduced, so that the reinforced concrete The column lifts more smoothly.

如图5所示,为了进一步的优化提升过程中钢筋混凝土柱的稳定性,本发明在钢筋混凝土柱与定位滑轨7之间设有用于加固钢筋混凝土柱外侧壁的紧固件10,紧固件10沿钢筋混凝土柱的纵向等间距分布;由于一定年限的钢筋混凝土柱表面混凝土会发生老化,在钢筋混凝土柱向上提升过程中,钢筋混凝土会受到纵向上的拉伸,容易造成混凝土的局部脱落,造成安全隐患,因此,通过沿钢筋混凝土柱的外侧等间距分布有紧固件10,起到加固钢筋混凝土柱的外侧壁的作用,避免混凝土脱落,提高安全性;紧固件10的表面设有供定位滑轨7穿过的限位通道11,通过紧固件10与定位滑轨7之间的拆卸,使若干组紧固件10连接在一起,一方面在钢筋混凝土柱的侧面形成侧向阻挡,另一方面,方便对定位滑轨7的快速装拆;As shown in Figure 5, in order to further optimize the stability of the reinforced concrete column in the lifting process, the present invention is provided with a fastener 10 for reinforcing the outer side wall of the reinforced concrete column between the reinforced concrete column and the positioning slide rail 7, fastening Components 10 are distributed at equal intervals along the longitudinal direction of the reinforced concrete column; due to the aging of the concrete on the surface of the reinforced concrete column for a certain number of years, the reinforced concrete will be stretched in the longitudinal direction during the upward lifting of the reinforced concrete column, which may easily cause partial shedding of the concrete , causing potential safety hazards, therefore, by distributing fasteners 10 at equal intervals along the outside of the reinforced concrete column, the effect of reinforcing the outer wall of the reinforced concrete column is played to prevent the concrete from falling off and improve safety; the surface of the fastener 10 is designed There is a limiting channel 11 for the positioning slide rail 7 to pass through. Through the disassembly between the fastener 10 and the positioning slide rail 7, several sets of fasteners 10 are connected together. On the one hand, a side is formed on the side of the reinforced concrete column. On the other hand, it is convenient to quickly assemble and disassemble the positioning slide rail 7;

具体的,紧固件10包括第一扣合板1001和第二扣合板1002,第一扣合板1001和第二扣合板1002的内壁上分别设有与钢筋混凝土柱外侧壁相吻合的第一卡槽和第二卡槽,第一扣合板1001的一侧面和第二扣合板1002的一侧面之间通过转轴1003转动连接,当第一扣合板1001和第二扣合板1002处于闭合状态时,通过设于第一扣合板1001的另一侧面和第二扣合板1002的另一侧面之间的螺栓1004,固定第一扣合板1001和第二扣合板1002,纵向来看,使第一扣合板1001和第二扣合板1002形成收尾相连的封闭状结构,且该封闭状结构固定在钢筋混凝土柱的外围,起到钢筋混凝土柱的侧向紧固的作用,另外,第一卡槽和第二卡槽的内壁上均均匀分布有柔性爪钩1005,柔性爪钩1005的材质为橡胶,且柔性爪钩1005的端部呈爪状结构,用于增大第一扣合板1001和第二扣合板1002与钢筋混凝土柱之间的摩擦力且不损伤钢筋混凝土柱的表面,在此值得说明的是,柔性爪钩1005的材质以及结构均不仅限于上述描述方式。Specifically, the fastener 10 includes a first fastening plate 1001 and a second fastening plate 1002, and the inner walls of the first fastening plate 1001 and the second fastening plate 1002 are respectively provided with first slots matching the outer walls of the reinforced concrete column. and the second slot, one side of the first buckling plate 1001 and one side of the second buckling plate 1002 are rotationally connected by a rotating shaft 1003, when the first buckling plate 1001 and the second buckling plate 1002 are in a closed state, by setting The bolt 1004 between the other side of the first fastening plate 1001 and the other side of the second fastening plate 1002 fixes the first fastening plate 1001 and the second fastening plate 1002, so that the first fastening plate 1001 and the second fastening plate 1002 are vertically viewed. The second fastening plate 1002 forms a closed structure connected at the end, and the closed structure is fixed on the periphery of the reinforced concrete column to play the role of lateral fastening of the reinforced concrete column. In addition, the first clamping groove and the second clamping groove Flexible claws 1005 are evenly distributed on the inner wall of the flexible claws 1005, and the material of the flexible claws 1005 is rubber, and the end of the flexible claws 1005 is a claw-shaped structure, which is used to increase the size of the first fastening plate 1001 and the second fastening plate 1002. The friction between the reinforced concrete columns does not damage the surface of the reinforced concrete columns. It should be noted here that the material and structure of the flexible hook 1005 are not limited to the above description.

如图6所示,由于钢筋混凝土柱向上提升并脱离地面,使钢筋混凝土柱在纵向上产生拉伸,容易在钢筋混凝土柱的中部位置发生开裂和断开的现象,为了解决本段上述技术问题且进一步的优化提高提升过程中的钢筋混凝土柱的完整性,本发明通过在钢筋混凝土柱的底部设置有承重板12,承重板12与设于支撑胎架1顶部的卷扬机13连接,用于起吊承重板12,具体的,卷扬机13上设有卷筒,卷筒上设有链条14,链条14的一端与卷筒连接,链条14的另一端与承重板12连接,起到起吊承重板12以及提升钢筋混凝土柱的作用,通过在钢筋混凝土柱的底部设置承重板12,将钢筋混凝土柱的提升位置点放置在钢筋混凝土柱的底部,能有效的承托钢筋混凝土柱,避免钢筋混凝土柱在纵向上产生拉伸,防止钢筋混凝土柱的中部发生开裂和断开,保证钢筋混凝土柱的完整性;As shown in Figure 6, since the reinforced concrete column is lifted upwards and separated from the ground, the reinforced concrete column is stretched in the longitudinal direction, and it is easy to crack and break in the middle of the reinforced concrete column. In order to solve the above technical problems in this paragraph And further optimization improves the integrity of the reinforced concrete column in the lifting process. The present invention is provided with a load-bearing plate 12 at the bottom of the reinforced concrete column, and the load-bearing plate 12 is connected with the hoist 13 located at the top of the supporting tire frame 1 for lifting Bearing plate 12, specifically, hoist 13 is provided with reel, and reel is provided with chain 14, and one end of chain 14 is connected with reel, and the other end of chain 14 is connected with load bearing plate 12, plays lifting load bearing plate 12 and The effect of lifting the reinforced concrete column, by setting the load-bearing plate 12 at the bottom of the reinforced concrete column, the lifting position point of the reinforced concrete column is placed at the bottom of the reinforced concrete column, which can effectively support the reinforced concrete column and prevent the reinforced concrete column. Stretching occurs on the upper part of the reinforced concrete column to prevent cracking and disconnection in the middle of the reinforced concrete column and ensure the integrity of the reinforced concrete column;

如图7所示,承重板12上设有用于加固承重板12上表面与钢筋混凝土柱底部之间连接处的加固件15,加固件15包括加固块1501和设于加固块1501顶部的加固板1502,加固板1502的内部设有供承重板12外边缘穿过的凹槽1503,加固板1502与加固块1501之间固定设置,且加固板1502与加固块1501之间形成90°的夹角,且加固板1502的内壁与钢筋混凝土柱的外侧壁相抵,用于贴合钢筋混凝土柱的外壁,当钢筋混凝土柱的四周均匀分布加固板1502后,通过在加固板1502的外侧设置箍紧环8,将若干组加固板1502箍紧在钢筋混凝土柱的底部靠近外侧表面位置,若干组加固件15固定在承重板12以及钢筋混凝土柱的底部接触位置上,一方面增强承重板12的承重,避免承重板12与钢筋混凝土柱的底部接触位置上会发生向下变形,另一方面,加固了承重板12与钢筋混凝土柱的底部靠近外侧壁位置的连接处,并利用箍紧环8,使若干组加固件15形成整体,避免钢筋混凝土柱脱离承重板12,稳定性高;具体的,箍紧环8为环形结构,并套设在若干组加固件15的外侧。As shown in Figure 7, the load-bearing plate 12 is provided with a reinforcement 15 for reinforcing the connection between the upper surface of the load-bearing plate 12 and the bottom of the reinforced concrete column. The reinforcement 15 includes a reinforcement block 1501 and a reinforcement plate located at the top of the reinforcement block 1501 1502, the interior of the reinforcing plate 1502 is provided with a groove 1503 for the outer edge of the bearing plate 12 to pass through, the reinforcing plate 1502 and the reinforcing block 1501 are fixedly arranged, and an angle of 90° is formed between the reinforcing plate 1502 and the reinforcing block 1501 , and the inner wall of the reinforcing plate 1502 is offset against the outer wall of the reinforced concrete column, and is used to fit the outer wall of the reinforced concrete column. 8. Tighten several sets of reinforcement plates 1502 on the bottom of the reinforced concrete column near the outer surface, and fix several sets of reinforcements 15 on the contact position of the bearing plate 12 and the bottom of the reinforced concrete column. On the one hand, the load bearing of the load bearing plate 12 is enhanced. Avoid downward deformation at the position where the load-bearing plate 12 contacts the bottom of the reinforced concrete column. Several sets of reinforcements 15 form a whole to prevent the reinforced concrete column from detaching from the load-bearing plate 12 and have high stability; specifically, the tightening ring 8 has a ring structure and is sleeved on the outside of several sets of reinforcements 15 .

如图8所示,该钢筋混凝土柱加固用提升装置的提升方法,其步骤包括:As shown in Figure 8, the lifting method of the lifting device for reinforcement of the reinforced concrete column comprises:

S1、侧向加固钢筋混凝土柱;S1, laterally reinforced reinforced concrete columns;

根据钢筋混凝土柱的高度尺寸,由下至上依次将紧固件10安装在钢筋混凝土柱的外围,且保证上下相邻的两组紧固件10之间的间距为20cm;According to the height of the reinforced concrete column, install the fasteners 10 on the periphery of the reinforced concrete column from bottom to top, and ensure that the distance between the upper and lower adjacent two groups of fasteners 10 is 20cm;

S2、底部加固钢筋混凝土柱;S2. Reinforced concrete columns at the bottom;

通过设于该提升装置外部的千斤顶,抬起钢筋混凝土柱,并将该承重板12放置在钢筋混凝土柱的底部,然后依次安装加固件15以及箍紧环8,使承重板12固定在钢筋混凝土柱的底部;Lift the reinforced concrete column through the jack located outside the lifting device, and place the load-bearing plate 12 on the bottom of the reinforced concrete column, and then install the reinforcement 15 and the clamping ring 8 in sequence, so that the load-bearing plate 12 is fixed on the reinforced concrete. the bottom of the column;

S3、定位导向钢筋混凝土柱;S3, positioning and guiding reinforced concrete columns;

竖直安装定位滑轨7,使定位滑轨7紧贴钢筋混凝土柱其中一侧以及该侧的相对侧壁上,并与紧固件10固定连接,滑动调节定位板3,直至钢筋混凝土柱的顶部处于定位区域内,再调节两组活动板4之间的间距,使定位块5上的滚轮9与定位滑轨7相抵;Vertically install the positioning slide rail 7, so that the positioning slide rail 7 is close to one side of the reinforced concrete column and the opposite side wall of the side, and is fixedly connected with the fastener 10, and slides and adjusts the positioning plate 3 until the reinforced concrete column The top is in the positioning area, and then adjust the distance between the two groups of movable plates 4, so that the roller 9 on the positioning block 5 and the positioning slide rail 7 are offset;

S4、提升钢筋混凝土柱;S4, lifting the reinforced concrete column;

将链条14连接于加固件15上,确保安全运行的情况下,启动卷扬机13,并收卷链条14,使定位滑轨7与两组活动板4之间产生相对位移,用于垂直向上提升钢筋混凝土柱。Connect the chain 14 to the reinforcement 15 to ensure safe operation, start the hoist 13, and wind up the chain 14, so that a relative displacement occurs between the positioning slide rail 7 and the two groups of movable plates 4, and is used to lift the steel bar vertically upward Concrete columns.

工作原理:提升前,首先将支撑胎架1移动并固定在钢筋混凝土柱的一侧,并根据钢筋混凝土柱的高度尺寸,选择合适高度的支撑胎架1,使卷扬机13位于钢筋混凝土柱的上侧位置上。Working principle: Before lifting, firstly move the supporting tire frame 1 and fix it on one side of the reinforced concrete column, and select the supporting tire frame 1 with a suitable height according to the height of the reinforced concrete column, so that the winch 13 is located on the reinforced concrete column side position.

然后在钢筋混凝土柱的外围,由下至上依次安装紧固件10紧固件10安装完毕后,再通过设于该提升装置外部的千斤顶,抬起钢筋混凝土柱,使该钢筋混凝土柱与底座之间分离,并将该承重板12放置在钢筋混凝土柱的底部,依次安装加固件15以及箍紧环8,使承重板12固定在钢筋混凝土柱的底部。Then at the periphery of the reinforced concrete column, install fasteners 10 successively from bottom to top. The load-bearing plate 12 is placed on the bottom of the reinforced concrete column, and the reinforcing member 15 and the clamping ring 8 are installed in sequence, so that the load-bearing plate 12 is fixed on the bottom of the reinforced concrete column.

再竖直安装定位滑轨7,使定位滑轨7紧贴钢筋混凝土柱其中一侧以及该侧的相对侧壁上,并与紧固件10固定连接,滑动调节定位板3,直至钢筋混凝土柱的顶部处于定位区域内,再通过驱动组件6,调节两组活动板4之间的间距,使定位块5上的滚轮9与定位滑轨7相抵;Then vertically install the positioning slide rail 7, so that the positioning slide rail 7 is close to one side of the reinforced concrete column and the opposite side wall of the side, and is fixedly connected with the fastener 10, and slides and adjusts the positioning plate 3 until the reinforced concrete column The top of the top is in the positioning area, and then the driving assembly 6 is used to adjust the distance between the two groups of movable plates 4, so that the roller 9 on the positioning block 5 and the positioning slide rail 7 are offset;

最后,在确保安全运行的情况下,将链条14连接于加固件15上,启动卷扬机13,并收卷链条14,使定位滑轨7与两组活动板4之间产生相对位移,用于垂直向上提升钢筋混凝土柱。Finally, under the condition of ensuring safe operation, connect the chain 14 to the reinforcement 15, start the winch 13, and wind up the chain 14, so that relative displacement occurs between the positioning slide rail 7 and the two groups of movable plates 4 for vertical Lift up the reinforced concrete column.

以上均为本申请的较佳实施例,并非依此限制本申请的保护范围,故:凡依本申请的结构、形状、原理所做的等效变化,均应涵盖于本申请的保护范围之内。All of the above are preferred embodiments of the application, and are not intended to limit the protection scope of the application. Therefore, all equivalent changes made according to the structure, shape, and principle of the application should be covered by the protection scope of the application. Inside.

Claims (9)

1. Lifting device for reinforced concrete column reinforcement, including supporting bed-jig (1), its characterized in that: the top of the supporting jig frame (1) is provided with a winch (13), the winch (13) is provided with a chain (14) capable of being wound, and the chain (14) is connected with the reinforced concrete column and is used for longitudinally lifting the reinforced concrete column to enable the reinforced concrete column to longitudinally displace;
the positioning slide rails (7) are arranged on the side walls of the reinforced concrete column, and the positioning slide rails (7) are fixedly arranged on two opposite side surfaces of the reinforced concrete column;
locate locating plate (3) on supporting bed-jig (1), locating plate (3) are located one side of supporting bed-jig (1), be equipped with two sets of fly leaves (4) along the lateral sliding on locating plate (3), two sets of form between fly leaves (4) and supply reinforced concrete column to pass and the location area of size adjustable, two sets of the internal surface of fly leaves (4) all is equipped with locating piece (5) with location slide rail (7) assorted.
2. The lifting device for reinforcing a reinforced concrete column according to claim 1, wherein: a bucket elevator (2) is arranged on one side close to the connection side of the supporting jig frame (1) and the locating plate (3), a hopper which is driven up and down along the supporting jig frame (1) is arranged on the bucket elevator (2), and the hopper is connected with the locating plate (3).
3. The lifting device for reinforcing a reinforced concrete column according to claim 2, wherein: the locating plate (3) is provided with a driving component (6) for driving the two groups of movable plates (4) to do relative synchronous motion on the locating plate (3).
4. The lifting device for reinforcing a reinforced concrete column according to claim 1, wherein: the positioning block (5) is provided with a roller (9), and the roller (9) and the positioning slide rail (7) are arranged in a rolling way.
5. The lifting device for reinforcing a reinforced concrete column according to claim 1, wherein: and fasteners (10) used for reinforcing the outer side wall of the reinforced concrete column are arranged between the reinforced concrete column and the positioning slide rail (7), and the fasteners (10) are distributed at equal intervals along the longitudinal direction of the reinforced concrete column.
6. The lifting device for reinforcing a reinforced concrete column according to claim 5, wherein: the fastener (10) is detachably arranged between the positioning slide rail (7).
7. The lifting device for reinforcing a reinforced concrete column according to claim 1, wherein: the reinforced concrete column is characterized by further comprising a bearing plate (12) arranged at the bottom of the reinforced concrete column, wherein a reinforcement (15) used for reinforcing the joint between the upper surface of the bearing plate (12) and the bottom of the reinforced concrete column is arranged on the bearing plate (12), and the reinforcement (15) is connected with a chain (14).
8. The lifting device for reinforcing a reinforced concrete column according to claim 7, wherein: the reinforcing members (15) are arranged at the positions, close to the outer side walls, of the bottoms of the reinforced concrete columns, and the reinforcing members (15) are fixed through hooping rings (8).
9. A lifting method of a lifting device for reinforcing a reinforced concrete column according to any one of claims 1 to 8, characterized by: the method comprises the following steps:
s1, laterally reinforcing a reinforced concrete column;
according to the height of the reinforced concrete column, sequentially installing the fasteners (10) on the periphery of the reinforced concrete column from bottom to top, and ensuring that the interval range between two groups of fasteners (10) adjacent from top to bottom is 20cm to 30cm;
s2, reinforcing a reinforced concrete column at the bottom;
lifting the reinforced concrete column by a jack arranged outside the lifting device, placing the bearing plate (12) at the bottom of the reinforced concrete column, and then sequentially installing a reinforcement (15) and a tightening ring (8) to fix the bearing plate (12) at the bottom of the reinforced concrete column;
s3, positioning and guiding the reinforced concrete column;
a positioning slide rail (7) is vertically arranged, the positioning slide rail (7) is tightly attached to one side of the reinforced concrete column and the opposite side wall of the side, and is fixedly connected with a fastener (10), the positioning plate (3) is slidingly adjusted until the top of the reinforced concrete column is positioned in a positioning area, and the interval between the two groups of movable plates (4) is adjusted, so that a roller (9) on the positioning block (5) is propped against the positioning slide rail (7);
s4, lifting the reinforced concrete column;
the chain (14) is connected to the reinforcement (15), under the condition of ensuring safe operation, the winch (13) is started, and the chain (14) is wound, so that relative displacement is generated between the positioning slide rail (7) and the two groups of movable plates (4) and the positioning slide rail is used for vertically lifting the reinforced concrete column.
CN202310526222.6A 2023-05-11 2023-05-11 Lifting device and lifting method for reinforcing reinforced concrete columns Pending CN116553358A (en)

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130285400A1 (en) * 2010-11-10 2013-10-31 Spanset Inter Ag Attachment Means and Apparatus Comprising Such an Attachment Means for Lifting Heavy Loads
KR101929476B1 (en) * 2017-07-06 2018-12-14 동국종합산업 주식회사 Car lift to prevent tilting of the cage
CN111285241A (en) * 2020-03-25 2020-06-16 中煤第三建设(集团)有限责任公司 Assembled hoisting frame for building construction
CN111908336A (en) * 2020-06-19 2020-11-10 国网河南省电力公司鹤壁供电公司 Transformer hood hoisting four-corner guide device
CN213950326U (en) * 2020-11-18 2021-08-13 深圳市中航科建建设集团有限公司 A hoisting device for prefabricated construction

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20130285400A1 (en) * 2010-11-10 2013-10-31 Spanset Inter Ag Attachment Means and Apparatus Comprising Such an Attachment Means for Lifting Heavy Loads
KR101929476B1 (en) * 2017-07-06 2018-12-14 동국종합산업 주식회사 Car lift to prevent tilting of the cage
CN111285241A (en) * 2020-03-25 2020-06-16 中煤第三建设(集团)有限责任公司 Assembled hoisting frame for building construction
CN111908336A (en) * 2020-06-19 2020-11-10 国网河南省电力公司鹤壁供电公司 Transformer hood hoisting four-corner guide device
CN213950326U (en) * 2020-11-18 2021-08-13 深圳市中航科建建设集团有限公司 A hoisting device for prefabricated construction

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