CN117071440A - A self-propelled and hydraulically lifted steel pre-tied inner frame - Google Patents

A self-propelled and hydraulically lifted steel pre-tied inner frame Download PDF

Info

Publication number
CN117071440A
CN117071440A CN202311081709.4A CN202311081709A CN117071440A CN 117071440 A CN117071440 A CN 117071440A CN 202311081709 A CN202311081709 A CN 202311081709A CN 117071440 A CN117071440 A CN 117071440A
Authority
CN
China
Prior art keywords
inner frame
walking
steel
steel bar
self
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202311081709.4A
Other languages
Chinese (zh)
Inventor
王博
杨利军
肖勇
刘成
林国辉
余进秋
黄强
谭启会
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Railway No 2 Engineering Group Co Ltd
Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd
Original Assignee
China Railway No 2 Engineering Group Co Ltd
Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Railway No 2 Engineering Group Co Ltd, Xinyun Emgineering Co Ltd of China Railway No 2 Engineering Group Co Ltd filed Critical China Railway No 2 Engineering Group Co Ltd
Priority to CN202311081709.4A priority Critical patent/CN117071440A/en
Publication of CN117071440A publication Critical patent/CN117071440A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D21/00Methods or apparatus specially adapted for erecting or assembling bridges
    • 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
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/12Mounting of reinforcing inserts; Prestressing

Landscapes

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

Abstract

本发明涉及桥梁工程施工装备技术领域,具体涉及一种自驱兼液压升降式钢筋预扎内架,包括钢筋内架,所述钢筋内架下方区域设有支撑杆,所述钢筋内架中设有若干个升降装置,用于钢筋内架的上升和下降,所述钢筋内架下端设有行走轨道,所述行走轨道下端设有行走装置,所述行走装置与所述行走轨道配合连接,所述行走轨道用于与所述行走装置配合使得所述钢筋内架进行行走,通过在钢筋内架下端设行走装置,并且还在钢筋内架上设置与行走装置相匹配的行走轨道,这样使得该钢筋内架可以通过行走装置与自身设置的行走轨道相匹配,从而达到钢筋内架的行走的目的,以及通过在钢筋内架中设置升降装置达到驱动钢筋内架升降的目的。

The invention relates to the technical field of bridge engineering construction equipment, and specifically relates to a self-driven and hydraulic lifting type steel bar pre-wired inner frame, which includes a steel bar inner frame. A support rod is provided in the area below the steel bar inner frame, and a support rod is provided in the steel bar inner frame. There are several lifting devices for raising and lowering the steel inner frame. The lower end of the steel inner frame is provided with a walking track. The lower end of the walking track is provided with a walking device. The walking device is cooperatively connected with the walking track. The walking track is used to cooperate with the walking device to make the steel inner frame travel. By setting a walking device at the lower end of the steel inner frame, and also setting a walking track matching the walking device on the steel inner frame, this makes the The inner frame of steel bars can be matched with the walking track set by itself through the walking device, so as to achieve the purpose of walking of the inner frame of steel bars, and the purpose of driving the inner frame of steel bars to lift can be achieved by setting a lifting device in the inner frame of steel bars.

Description

一种自驱兼液压升降式钢筋预扎内架A self-propelled and hydraulic lifting type steel pre-tied inner frame

技术领域Technical field

本发明涉及桥梁工程施工装备技术领域,特别是一种自驱兼液压升降式钢筋预扎内架。The invention relates to the technical field of bridge engineering construction equipment, in particular to a self-driven and hydraulic lifting type steel bar pre-rolled inner frame.

背景技术Background technique

铁路简支箱梁钢筋骨架应采用整体绑扎,整体吊装入模板。箱梁内部为空心状,箱梁顶部钢筋除与腹板钢筋交叉连接外,顶部其他位置钢筋为“悬空”状态,故顶部钢筋绑扎需采用专用预扎工装对钢筋进行支撑和定位,钢筋内架的绑扎工作是非常重要的,它直接影响到箱梁的质量和安全,为了提高钢筋内架的绑扎效率和质量,通常采用整体绑扎,整体吊装入模板的方法,这就需要使用一种专门的工装设备来支撑和定位钢筋内架的每根钢筋,特别是顶板钢筋的固定和定位,这种工装叫做预扎内架,预扎内架是一种可移动的平台,它可以根据不同跨度和高度的箱梁调节自己的长度和高度,使得箱梁钢筋可以在预扎内架上绑扎成型,并且可以在绑扎完成后将预扎内架从钢筋内架中移出,实现预扎内架的循环利用,如CN209780271U提出了一种可调式整体钢筋预扎内架,预扎架长度调节通过将预扎内架分为固定段和可调节长度的可调节段,通过增减可调节段实现工作平台的长度调整,使预扎内架可以适用于不同跨度的箱梁。预扎内架通过自带升降装置实现整体升降,达到满足钢筋绑扎完成后内架脱离钢筋的目的,然后在预扎架两端纵列方向安设卷扬机的方式实现预扎内架的纵向移动,达到内架纵向移动的目的。The steel frame of the railway simply supported box girder should be tied as a whole and hoisted into the formwork as a whole. The interior of the box girder is hollow. In addition to the cross-connection of the steel bars at the top of the box girder with the web steel bars, the steel bars at other positions on the top are in a "suspended" state. Therefore, the top steel bars need to be tied with special pre-tie tooling to support and position the steel bars. The steel bars are internally framed. The binding work is very important. It directly affects the quality and safety of the box beams. In order to improve the binding efficiency and quality of the steel inner frame, the method of overall binding and overall hoisting into the formwork is usually used. This requires the use of a special Tooling equipment is used to support and position each steel bar in the steel bar inner frame, especially the fixation and positioning of the roof steel bars. This kind of tooling is called a pre-tie inner frame. The pre-tie inner frame is a movable platform that can be adjusted according to different spans and The height of the box girder adjusts its own length and height, so that the box girder steel bars can be tied to the pre-tied inner frame, and the pre-tied inner frame can be removed from the steel bar inner frame after the banding is completed, realizing the cycle of the pre-tied inner frame. Utilization, for example, CN209780271U proposes an adjustable integral steel bar pre-tie inner frame. The length of the pre-tie frame is adjusted by dividing the pre-tie inner frame into a fixed section and an adjustable section with adjustable length, and the working platform is realized by increasing or decreasing the adjustable section. The length adjustment allows the pre-tied inner frame to be suitable for box beams of different spans. The pre-tied inner frame can be raised and lowered as a whole through its own lifting device, so that the inner frame can be separated from the steel bars after the steel bars are tied. Then, winches are installed at both ends of the pre-tied frame in the longitudinal direction to realize the longitudinal movement of the pre-tied inner frame. Achieve the purpose of longitudinal movement of the inner frame.

该预扎内架采用卷扬机牵引,存在以下缺点:This pre-tied inner frame is pulled by a winch and has the following shortcomings:

(1)由于卷扬机采用电机带动钢丝绳线盘转动实现预扎内架受拉走行,预扎内架受惯性力作用,在走行过程中纵向定位不准确,容易出现走行过位或不足现象,造成内架与外架两端对位不准确,走行过位时还需要卷扬机从另一端对预扎内架反向进行牵引对位,现场作业重复工作量较大。(1) Since the winch uses a motor to drive the steel wire rope reel to rotate to realize the tensioned movement of the pre-rolled inner frame, the pre-rolled inner frame is affected by inertia force, and the longitudinal positioning is inaccurate during the traveling process, and it is easy to cause over or under travel, resulting in internal damage. The alignment of the two ends of the frame and the outer frame is not accurate. When walking through the position, a winch is required to pull and align the pre-wired inner frame in the opposite direction from the other end. The workload of repeated on-site operations is large.

(2)卷扬机牵引方向须与内架行走线路中线重合,否则斜向牵引会对内架整体结构及内架支腿造成损伤,同时预扎内架横向位置容易出现偏差,导致钢筋定位误差较大。同时卷扬机安设位置和预扎架间距离需有足够空间才能保证预扎内架完全脱离钢筋笼,作业过程中卷扬机覆盖作业区域面积较大,卷扬机作业区域范围内在较大安全隐患。(2) The traction direction of the winch must coincide with the center line of the inner frame's traveling line. Otherwise, diagonal traction will cause damage to the overall structure of the inner frame and its legs. At the same time, the lateral position of the pre-bundled inner frame is prone to deviation, resulting in a large positioning error of the steel bars. . At the same time, there needs to be enough space between the installation position of the winch and the pre-wired frame to ensure that the pre-wired inner frame is completely separated from the steel cage. During the operation, the winch covers a large area of the working area, and there are great safety risks within the winch working area.

发明内容Contents of the invention

本发明的目的在于:针对现有技术存在的使用卷扬机来对预扎内架进行牵引所带来的安全隐患以及质量上存在的风险,以及预扎内架在行走时出现的横向位移偏差的,以及现有技术中,钢筋内架的升降靠人工,费时费力,精度低。梁体标高不到位,面层钢筋下坠或偏移,绑扎质量和强度差。预扎内架退出时,钢筋剐蹭,损伤磨损,维修成本高,安全隐患大问题,提供一种自驱兼液压升降式钢筋预扎内架。The purpose of this invention is to: Aim at the safety hazards and quality risks caused by using a winch to pull the pre-wired inner frame in the existing technology, as well as the lateral displacement deviation of the pre-wired inner frame when walking, And in the existing technology, the lifting and lowering of the steel inner frame relies on manual labor, which is time-consuming and labor-intensive and has low accuracy. The elevation of the beam body is not in place, the surface steel bars have fallen or shifted, and the binding quality and strength are poor. When the pre-tied inner frame is withdrawn, the steel bars are scratched, damaged and worn, causing high maintenance costs and major safety hazards. A self-driven and hydraulic lifting type steel pre-tied inner frame is provided.

为了实现上述目的,本发明采用的技术方案为:In order to achieve the above objects, the technical solutions adopted by the present invention are:

一种自驱兼液压升降式钢筋预扎内架,包括钢筋内架,所述钢筋内架下方区域设有支撑杆,所述钢筋内架中设有若干个升降装置,用于钢筋内架的上升和下降,所述钢筋内架下端设有行走轨道,所述行走轨道下端设有行走装置,所述行走装置与所述行走轨道配合连接,所述行走轨道用于与所述行走装置配合使得所述钢筋内架进行行走。A self-driven and hydraulic lifting type steel bar pre-rolled inner frame, including a steel bar inner frame, a support rod is provided in the area below the steel bar inner frame, and several lifting devices are provided in the steel bar inner frame for lifting the steel bar inner frame Ascending and descending, the lower end of the steel inner frame is provided with a walking track, the lower end of the walking track is provided with a walking device, the walking device is cooperatively connected with the walking track, and the walking rail is used to cooperate with the walking device so that The inner frame of the steel bars is used for walking.

本发明为一种自驱兼液压升降式钢筋预扎内架,通过在钢筋内架中设置升降装置从而控制钢筋内架的上升和下降,升降梁体到预设标高,可以保证面层钢筋有可靠支撑,提高绑扎质量;同时也可以避免架体和钢筋剐蹭,方便快速退出预扎内架,通过在钢筋内架下端设行走装置,并且还在钢筋内架上设置与行走装置相匹配的行走轨道,当行走装置进行工作时,由于该行走装置与行走轨道匹配,使得行走装置沿着行走轨道的路径进行工作,这样使得该钢筋内架可以通过行走装置与自身设置的行走轨道相匹配,从而达到钢筋内架的行走的目的,由于本发明中行走轨道与行走装置相互匹配,使得该钢筋内架在行走的时候不会出现位移偏差,并且该装置是通过行走装置与位于钢筋内架上的行走轨道相配合进行行走的,避免出现背景技术中所提到的通过卷扬机来对钢筋内架的行走施加力带来的安全问题,并且还在钢筋内架的下方区域设有支撑杆,用于该钢筋内架进行行走时的平稳性,同时避免行走装置受到过大的力造成损坏。The invention is a self-driven and hydraulic lifting type steel bar pre-rolled inner frame. By setting a lifting device in the steel bar inner frame to control the rise and fall of the steel bar inner frame, the beam body is raised and lowered to a preset elevation, which can ensure that the surface steel bars are Reliable support to improve the quality of lashing; at the same time, it can also avoid scratches between the frame and the steel bars, making it easy to quickly exit the pre-tied inner frame. By setting a walking device at the lower end of the steel inner frame, and also setting a walking device on the inner steel frame that matches the walking device Track, when the walking device is working, because the walking device matches the walking track, the walking device works along the path of the walking track, so that the reinforced inner frame can match the walking track set by itself through the walking device, thereby To achieve the purpose of walking the inner frame of steel bars, since the walking track and the walking device in the present invention match each other, the inner frame of steel bars will not have displacement deviation when walking, and the device is connected to the inner frame of steel bars through the walking device. The walking track cooperates with the walking track to avoid the safety problems caused by the hoist exerting force on the walking of the steel inner frame mentioned in the background technology, and there are also support rods in the area below the steel inner frame for The reinforced inner frame ensures stability when walking and at the same time prevents the walking device from being damaged by excessive force.

作为本发明的优选方案,钢筋内架包括上梁以及下梁,所述上梁与所述下梁之间通过伸缩杆连接,且所述升降装置设置于所述上梁与所述下梁之间,使得在保证钢筋内架的结构强度的同时也能进行升降。As a preferred solution of the present invention, the steel inner frame includes an upper beam and a lower beam. The upper beam and the lower beam are connected through a telescopic rod, and the lifting device is provided between the upper beam and the lower beam. space, so that it can be lifted while ensuring the structural strength of the steel inner frame.

作为本发明的优选方案,钢筋内架内还设有液压油泵,所述液压油泵与所述升降装置通过油管连接,并用于控制升降系统的升降。As a preferred solution of the present invention, a hydraulic oil pump is also provided in the inner frame of the steel bar. The hydraulic oil pump is connected to the lifting device through an oil pipe and is used to control the lifting of the lifting system.

作为本发明的优选方案,所述行走装置包括减速电机以及由若干型钢焊接而成的支架腔体,所述减速电机位于所述支架腔体内部,所述支架腔体内还设有齿轮,所述减速电机与所述齿轮配合连接,使得该行走装置可以进行工作。As a preferred solution of the present invention, the walking device includes a reduction motor and a bracket cavity welded by several sections of steel. The reduction motor is located inside the bracket cavity. A gear is also provided in the bracket cavity. The reduction motor is cooperatively connected with the gear so that the walking device can work.

作为本发明的优选方案,行走轨道位于所述钢筋内架的下端面,且所述行走轨道包括槽型钢件以及连接在所述槽型钢件下端的齿条,将行走轨道设置为槽钢与齿条结合使得该钢筋内架在行走时更加不容易偏离。As a preferred solution of the present invention, the walking track is located at the lower end surface of the steel inner frame, and the walking track includes a channel steel part and a rack connected to the lower end of the channel steel part. The walking track is configured as a channel steel and a toothed rack. The combination of the bars makes the steel inner frame less likely to deviate when walking.

作为本发明的优选方案,行走轨道中齿条所处位置与所述行走装置中的齿轮所处位置对应,使得齿轮能与齿条啮合,保证该装置能够进行行走。As a preferred solution of the present invention, the position of the rack in the walking track corresponds to the position of the gear in the walking device, so that the gear can mesh with the rack, ensuring that the device can travel.

作为本发明的优选方案,升降装置本体为千斤顶,每个所述千斤顶均与所述液压油泵通过油管相连,用于实现钢筋内架的升降。As a preferred solution of the present invention, the lifting device body is a jack, and each jack is connected to the hydraulic oil pump through an oil pipe to realize the lifting of the steel inner frame.

作为本发明的优选方案,液压油泵与所述行走装置均与同一个电气控制中心连接。As a preferred solution of the present invention, the hydraulic oil pump and the traveling device are both connected to the same electrical control center.

作为本发明的优选方案,齿条的模数与所述齿轮的模数相同,保证了齿条与齿轮之间的准确啮合,并提高了传动的精度。As a preferred solution of the present invention, the module of the rack is the same as the module of the gear, which ensures accurate meshing between the rack and the gear and improves the accuracy of transmission.

作为本发明的优选方案,支架腔体底部设有液压油缸,通过液压油缸的工作来控制齿轮与齿条的啮合与脱离。As a preferred solution of the present invention, a hydraulic cylinder is provided at the bottom of the bracket cavity, and the engagement and disengagement of the gear and the rack are controlled by the operation of the hydraulic cylinder.

作为本发明的优选方案,支撑杆与所述钢筋内架接触的一端设有滚轮,用于钢筋内架行走时减小摩擦力。As a preferred solution of the present invention, one end of the support rod in contact with the inner frame of the steel bar is provided with a roller to reduce friction when the inner frame of the steel bar moves.

综上所述,由于采用了上述技术方案,本发明的有益效果是:In summary, due to the adoption of the above technical solutions, the beneficial effects of the present invention are:

1、本发明为一种自驱兼液压升降式钢筋预扎内架,通过升降装置实现钢筋内架的自动调节,升降梁体到预设标高,保证面层钢筋的位置准确和强度稳定,避免架体和钢筋剐蹭,减少钢筋的损伤和磨损,快速退出预扎内架,缩短施工周期,提高工作效率和工程质量。1. The present invention is a self-driven and hydraulic lifting type steel bar pre-bundled inner frame. The lifting device realizes automatic adjustment of the steel bar inner frame and lifts the beam body to a preset elevation to ensure the accurate position and stable strength of the surface steel bars and avoid The frame body and the steel bars are scratched to reduce the damage and wear of the steel bars, and the pre-fastened inner frame can be quickly withdrawn, shortening the construction period, and improving work efficiency and project quality.

2、本发明为一种自驱兼液压升降式钢筋预扎内架,通过在钢筋内架下端设行走装置,且该行走装置为动力传输的装置,并且还在钢筋内架上设置与行走装置相匹配的行走轨道,当行走装置进行工作时,由于该行走装置与行走轨道匹配,使得行走装置沿着行走轨道的路径进行工作,这样使得该钢筋内架可以通过行走装置与自身设置的行走轨道相匹配,从而达到钢筋内架的行走的目的,由于本发明中行走轨道与行走装置相互匹配,使得该钢筋内架在行走的时候不会出现位移偏差,并且该装置是通过行走装置与位于钢筋内架上的行走轨道相配合进行行走的,避免出现背景技术中所提到的通过卷扬机来对钢筋内架的行走施加力带来的安全问题,并且还在钢筋内架的下方区域设有支撑杆,用于该钢筋内架进行行走时的平稳性,同时避免行走装置受到过大的力造成损坏。2. The present invention is a self-driven and hydraulic lifting type steel bar pre-rolled inner frame. A walking device is provided at the lower end of the steel bar inner frame, and the walking device is a power transmission device, and a walking device is also provided on the steel bar inner frame. Matching walking track, when the walking device is working, because the walking device matches the walking track, the walking device works along the path of the walking track, so that the steel inner frame can pass through the walking device and the walking track set by itself Matching, so as to achieve the purpose of walking of the steel inner frame. Since the walking track and the walking device in the present invention match each other, the steel inner frame will not have displacement deviation when walking, and the device is connected to the steel bar through the walking device. The walking track on the inner frame cooperates with the walking track to avoid the safety problems caused by using the winch to exert force on the walking of the steel inner frame mentioned in the background technology, and there is also a support in the area below the steel inner frame. The rod is used to ensure the stability of the reinforced inner frame when walking, and to prevent the walking device from being damaged by excessive force.

3、本发明为一种自驱兼液压升降式钢筋预扎内架,通过行走装置内的减速电机来控制与之相连的齿轮的工作,而行走轨道本体为槽型钢件与齿条组成,则该行走装置与行走轨道之间的配合为齿轮与齿条之间的啮合,并通过减速电机来控制其行走,并且该齿轮与齿条的模数相同,保证了钢筋内架的定位准确并且减小了横向位移的偏差。3. The present invention is a self-driven and hydraulic lifting type steel pre-rolled inner frame. The work of the gear connected to it is controlled by the reduction motor in the walking device, and the walking track body is composed of grooved steel parts and racks. The cooperation between the walking device and the walking track is the meshing between the gear and the rack, and its walking is controlled by a reduction motor, and the module of the gear and the rack is the same, ensuring accurate positioning of the steel inner frame and reducing The deviation of lateral displacement is reduced.

附图说明Description of the drawings

图1是本发明的结构示意图;Figure 1 is a schematic structural diagram of the present invention;

图2是本发明的钢筋内架结构示意图;Figure 2 is a schematic structural diagram of the steel inner frame of the present invention;

图3是本发明的结构未上升示意图;Figure 3 is a schematic diagram of the structure of the present invention without rising;

图4是本发明的结构上升示意图;Figure 4 is a schematic diagram of the structural ascent of the present invention;

图5是本发明的行走装置结构示意图;Figure 5 is a schematic structural diagram of the walking device of the present invention;

图6是图1的A处局部放大示意图;Figure 6 is a partially enlarged schematic view of A in Figure 1;

图7是图1的B处局部放大示意图。FIG. 7 is a partially enlarged schematic view of B in FIG. 1 .

图标:1-钢筋内架;11-上梁;12-下梁;13-液压油泵;14-油管;15-行走轨道;151-槽型钢件;152-齿条;2-行走装置;21-支架腔体;22-减速电机;23-齿轮;3-液压油缸;4-支撑杆;41-滚轮;5-千斤顶;6-电气化引线;7-电气控制中心。Icon: 1-Reinforced inner frame; 11-upper beam; 12-lower beam; 13-hydraulic oil pump; 14-oil pipe; 15-traveling track; 151-channel steel; 152-rack; 2-travel device; 21- Bracket cavity; 22-reduction motor; 23-gear; 3-hydraulic cylinder; 4-support rod; 41-roller; 5-jack; 6-electrification lead; 7-electrical control center.

具体实施方式Detailed ways

下面结合附图,对本发明作详细的说明。The present invention will be described in detail below with reference to the accompanying drawings.

为了使本发明的目的、技术方案及优点更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本发明,并不用于限定本发明。In order to make the purpose, technical solutions and advantages of the present invention more clear, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described here are only used to explain the present invention and are not intended to limit the present invention.

实施例1Example 1

如图1-3所示的一种自驱兼液压升降式钢筋预扎内架,包括由型钢焊接的钢筋内架1,钢筋内架1中设有可供钢筋内架1进行升降的升降装置,钢筋内架1的下方设有用于驱动钢筋内架1行走的行走装置2,钢筋内架1下方设有与所示行走装置2相对应的行走轨道15,该行走轨道15用于与行走装置2配合,通过行走装置2的工作带动钢筋内架1进行行走移动;As shown in Figure 1-3, a self-propelled and hydraulic lifting type steel pre-wired inner frame includes a steel bar inner frame 1 welded by section steel. The steel bar inner frame 1 is provided with a lifting device for lifting the steel bar inner frame 1. , a walking device 2 for driving the steel inner frame 1 to travel is provided below the steel inner frame 1. A walking track 15 corresponding to the walking device 2 is provided below the steel inner frame 1. The walking track 15 is used to communicate with the walking device. 2 cooperates to drive the reinforced inner frame 1 to move through the work of the walking device 2;

进一步的,上述的行走装置2本体为动力传输装置,与行走轨道15配合后进行工作将机械能转换为动能,带动行走轨道15上的钢筋内架1的行走;Further, the body of the above-mentioned walking device 2 is a power transmission device, and works in cooperation with the walking track 15 to convert mechanical energy into kinetic energy to drive the walking of the reinforced inner frame 1 on the walking track 15;

进一步的,钢筋内架1下方区域设有若干支撑杆4,用于对钢筋内架1进行支撑,当钢筋内架1下端的齿条152与行走装置2的齿轮23啮合时能对钢筋内架1起到支撑作用,避免齿轮23受到过大的力导致无法工作。Further, a number of support rods 4 are provided in the area below the steel inner frame 1 for supporting the steel inner frame 1. When the rack 152 at the lower end of the steel inner frame 1 meshes with the gear 23 of the walking device 2, the steel inner frame can be supported. 1 plays a supporting role to prevent gear 23 from being unable to work due to excessive force.

其上述的钢筋内架1由上梁11与下梁12组成,且该上梁11与下梁12之间设有用于连接的伸缩杆,上述的升降装置也位于上梁11与下梁12之间,这样设置通过升降装置驱动上梁11与下梁12之间的伸缩杆进行运动从而达到钢筋内架1的升降,如图2-4所示。The above-mentioned steel inner frame 1 is composed of an upper beam 11 and a lower beam 12, and a telescopic rod is provided between the upper beam 11 and the lower beam 12 for connection. The above-mentioned lifting device is also located between the upper beam 11 and the lower beam 12. This arrangement drives the telescopic rod between the upper beam 11 and the lower beam 12 to move through the lifting device to achieve the lifting and lowering of the steel inner frame 1, as shown in Figure 2-4.

其上述的钢筋内架1内部还设有液压油泵13,该液压油泵13与升降装置通过油管14进行连接,起到通过液压油泵13通过油管14来控制升降装置进行升降的目的,如图1-2所示。The above-mentioned reinforced inner frame 1 is also equipped with a hydraulic oil pump 13. The hydraulic oil pump 13 is connected to the lifting device through an oil pipe 14, and serves the purpose of controlling the lifting device to lift through the oil pipe 14 through the hydraulic oil pump 13, as shown in Figure 1- 2 shown.

其上述的行走装置2包括减速电机22以及由若干型钢焊接而成的支架腔体21,所述减速电机22位于所述支架腔体21内部,所述支架腔体21内还设有齿轮23,所述减速电机22与所述齿轮23配合连接,所述齿轮23与所述行走轨道15匹配连接,设置支架腔体21更好的避免了内部减速电机22受损,还在减速电机22上连接了齿轮23并且该齿轮23与减速电机22能进行配合工作,保证了钢筋内架1的行走并为其行走提供了动力,如图5所示。The above-mentioned walking device 2 includes a reduction motor 22 and a bracket cavity 21 welded by a plurality of sections of steel. The reduction motor 22 is located inside the bracket cavity 21. A gear 23 is also provided in the bracket cavity 21. The reduction motor 22 is matched with the gear 23, and the gear 23 is matched with the walking track 15. The bracket cavity 21 is provided to better avoid damage to the internal reduction motor 22, and is also connected to the reduction motor 22. The gear 23 is provided, and the gear 23 and the reduction motor 22 can cooperate to ensure the walking of the steel inner frame 1 and provide power for its walking, as shown in Figure 5.

其上述的行走轨道15位于所述钢筋内架1的下端面,且所述行走轨道15包括槽型钢件151以及连接在所述槽型钢件151下端的齿条152,通过将行走轨道15设置为槽型钢件151与齿条152的结构,使得该行走轨道15能够与行走装置2中的齿轮23进行配合,保证行走的稳定性和精准性,如图6所示。The above-mentioned walking track 15 is located at the lower end surface of the steel inner frame 1, and the walking track 15 includes a channel steel part 151 and a rack 152 connected to the lower end of the channel steel part 151. By setting the walking track 15 as The structure of the channel steel part 151 and the rack 152 enables the walking track 15 to cooperate with the gear 23 in the walking device 2 to ensure the stability and accuracy of walking, as shown in Figure 6 .

其上述的行走轨道15中齿条152所处位置与所述行走装置2中的齿轮23所处位置对应,保证齿轮23与齿条152的啮合。The position of the rack 152 in the above-mentioned walking track 15 corresponds to the position of the gear 23 in the walking device 2, ensuring the meshing of the gear 23 and the rack 152.

其上述的升降装置本体为分别连接上梁11与下梁12的千斤顶5,且每个千斤顶5均与液压油泵13通过油管14连接。The above-mentioned lifting device body is a jack 5 connected to the upper beam 11 and the lower beam 12 respectively, and each jack 5 is connected to the hydraulic oil pump 13 through an oil pipe 14.

其上述的行走装置2与液压油泵13均与同一个电气控制中心7进行连接。The above-mentioned traveling device 2 and hydraulic oil pump 13 are both connected to the same electrical control center 7 .

其上述的齿条152的模数与所述齿轮23的模数相同,通过将齿轮23与齿条152设置为相同的模数,保证了行走时齿轮23与齿条152啮合时的精确性,同时提高了传动的效率;The module of the above-mentioned rack 152 is the same as the module of the gear 23. By setting the gear 23 and the rack 152 to the same module, the accuracy of the meshing of the gear 23 and the rack 152 during walking is ensured. At the same time, the efficiency of transmission is improved;

可选的,支架腔体21底部设有液压油缸3,通过液压油缸3来控制支架腔体21的升降,同时控制内部减速电机22与齿轮23的升降,当无需进行行走时可以通过该液压油缸3让齿轮23与齿条152脱离啮合状态,当需要进行行走时可以通过该液压油缸3让齿轮23与齿条152进行啮合并开始工作,如图6所示。Optionally, a hydraulic cylinder 3 is provided at the bottom of the bracket cavity 21. The hydraulic cylinder 3 controls the lifting and lowering of the bracket cavity 21 and simultaneously controls the lifting and lowering of the internal reduction motor 22 and gear 23. This hydraulic cylinder can be used when walking is not required. 3. Disengage the gear 23 from the gear rack 152. When walking is required, the hydraulic cylinder 3 can be used to engage the gear 23 with the rack 152 and start working, as shown in Figure 6.

其上述的支撑杆4与所述钢筋内架1接触的一端设有滚轮41,当钢筋内架1与支撑杆4接触并通过行走装置2的作用开始行走时,可以通过支撑杆4上端的额滚轮41来减小行走时的摩擦力,使得行走的平滑性提升,如图7所示。The end of the above-mentioned support rod 4 that is in contact with the steel inner frame 1 is provided with a roller 41. When the steel inner frame 1 contacts the support rod 4 and starts walking through the action of the walking device 2, it can pass through the forehead of the upper end of the support rod 4. The rollers 41 are used to reduce the friction during walking and improve the smoothness of walking, as shown in Figure 7.

实施例2Example 2

依据实施例1中的一种自驱兼液压升降式钢筋预扎内架的结构以及原理,将其运用到实际中,实际运用情况如下:According to the structure and principle of a self-driven and hydraulic lifting steel pre-rolled inner frame in Embodiment 1, it is applied in practice. The actual application situation is as follows:

1.行走装置1. Walking device

行走装置2由支架腔体21、液压油缸3、电气控制中心7、齿轮23、减速电机22组成。支架腔体21由100×100×6mm的方形钢管焊接而成,承受行走装置1工作中的全部荷载。The traveling device 2 is composed of a bracket cavity 21, a hydraulic cylinder 3, an electrical control center 7, a gear 23, and a reduction motor 22. The bracket cavity 21 is welded from a 100×100×6mm square steel pipe and bears all the loads of the walking device 1 during operation.

支架腔体21底部安装有4个液压油缸3作为支撑,控制行走装置1的升降,可以实现齿轮23与钢筋内架1的齿条152的咬合或脱离。Four hydraulic cylinders 3 are installed at the bottom of the bracket cavity 21 as supports to control the lifting and lowering of the traveling device 1, thereby enabling the gear 23 to engage or disengage from the rack 152 of the steel inner frame 1.

行走装置1的支架腔体21中部安装减速电机22和齿轮23。减速电机22的参数为:功率5.5kW,输出转速20R/min,输出扭矩2700N·m,输送速度16m/min,推力20000N;齿轮23的参数为:直径270mm,模数10,齿数27。二者作为动力输出机构,通过电机齿轮减速器调节动力齿轮的转速来控制内架行走速度。A reduction motor 22 and a gear 23 are installed in the middle of the bracket cavity 21 of the traveling device 1 . The parameters of the reduction motor 22 are: power 5.5kW, output speed 20R/min, output torque 2700N·m, conveying speed 16m/min, thrust 20000N; the parameters of the gear 23 are: diameter 270mm, module 10, and number of teeth 27. The two serve as power output mechanisms, and control the walking speed of the inner frame by adjusting the speed of the power gear through the motor gear reducer.

2.行走轨道2. Walking track

行走轨道15由16#槽钢(槽型钢件151)和80×80mm,模数10的齿条152组成。齿条152与槽型钢件151焊接为一体,槽型钢件151与钢筋内架1焊接为一体。The walking track 15 is composed of 16# channel steel (channel steel part 151) and an 80×80mm, module 10 rack 152. The rack 152 and the channel steel part 151 are welded into one body, and the channel steel part 151 and the steel inner frame 1 are welded into one body.

3、钢筋预扎内架升降3. Lifting and lowering of pre-rolled inner frame of steel bars

控制钢筋预扎内架升降的装置由24个液压油泵13与钢筋内架1组成。箱梁钢筋绑扎面筋时,将钢筋内架1整体抬升,对顶板钢筋进行支撑与定位,再进行钢筋绑扎;钢筋绑扎完毕后,同样通过液压油泵13,降低内架高度,再进行自驱行走,即可脱离成型钢筋笼;The device for controlling the lifting of the pre-rolled inner frame of steel bars is composed of 24 hydraulic oil pumps 13 and the inner frame of steel bars 1. When the box girder steel bars are tied with gluten, the steel inner frame 1 is lifted as a whole to support and position the roof steel bars, and then the steel bars are tied; after the steel bars are tied, the height of the inner frame is also lowered through the hydraulic oil pump 13, and then self-propelled walking is performed. It can be detached from the formed steel cage;

以上方式中的参数,仅为依据现场环境进行使用的参数,现已完成5孔40m铁路箱梁钢筋的绑扎,与卷扬机牵引预扎胎具相比,安装与拆除快捷、安装精度高、钢筋定位准,避免了反复多次对位,减少尺寸调整时间,降低了劳动强度,提高了工作效率,同时也避免了在使用卷扬机的过程中,给施工带来的安全风险。The parameters in the above method are only used based on the on-site environment. The binding of 5-hole 40m railway box girder steel bars has been completed. Compared with the pre-tied tires pulled by the winch, the installation and removal are quick, the installation accuracy is high, and the steel bars are positioned. Accurate, avoids repeated alignment, reduces size adjustment time, reduces labor intensity, improves work efficiency, and also avoids safety risks to construction during the use of the winch.

以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent substitutions and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.

Claims (9)

1.一种自驱兼液压升降式钢筋预扎内架,其特征在于,包括钢筋内架(1),所述钢筋内架(1)下方区域设有支撑杆(4),所述钢筋内架(1)中设有若干个升降装置,用于钢筋内架(1)的上升和下降,所述钢筋内架(1)下端设有行走轨道(15),所述行走轨道(15)下端设有行走装置(2),所述行走装置(2)与所述行走轨道(15)配合连接,所述行走轨道(15)用于与所述行走装置(2)配合使得所述钢筋内架(1)进行行走。1. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame, which is characterized in that it includes a steel bar inner frame (1), and a support rod (4) is provided in the area below the steel bar inner frame (1). The frame (1) is provided with several lifting devices for raising and lowering the steel inner frame (1). The lower end of the steel inner frame (1) is provided with a walking track (15). The lower end of the walking track (15) A walking device (2) is provided, and the walking device (2) is cooperatively connected with the walking track (15). The walking track (15) is used to cooperate with the walking device (2) to make the steel bar inner frame (1) Walk. 2.根据权利要求1所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述钢筋内架(1)包括上梁(11)以及下梁(12),所述上梁(11)与所述下梁(12)之间通过伸缩杆连接,且所述升降装置设置于所述上梁(11)与所述下梁(12)之间。2. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to claim 1, characterized in that the steel bar inner frame (1) includes an upper beam (11) and a lower beam (12). The upper beam (11) and the lower beam (12) are connected by a telescopic rod, and the lifting device is provided between the upper beam (11) and the lower beam (12). 3.根据权利要求2所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述钢筋内架(1)内还设有液压油泵(13),所述液压油泵(13)与所述升降装置通过油管(14)连接,并用于控制升降系统的升降。3. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to claim 2, characterized in that a hydraulic oil pump (13) is also provided in the steel bar inner frame (1), and the hydraulic oil pump (13) 13) It is connected to the lifting device through the oil pipe (14) and is used to control the lifting of the lifting system. 4.根据权利要求1所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述行走装置(2)包括减速电机(22)以及由若干型钢焊接而成的支架腔体(21),所述减速电机(22)位于所述支架腔体(21)内部,所述支架腔体(21)内还设有齿轮(23),所述减速电机(22)与所述齿轮(23)配合连接,所述齿轮(23)与所述行走轨道(15)匹配连接。4. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to claim 1, characterized in that the walking device (2) includes a reduction motor (22) and a bracket cavity welded by a plurality of sections of steel. The body (21), the reduction motor (22) is located inside the bracket cavity (21), the bracket cavity (21) is also provided with a gear (23), the reduction motor (22) and the The gear (23) is matched and connected, and the gear (23) is matched and connected with the walking track (15). 5.根据权利要求1所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述行走轨道(15)包括槽型钢件(151)以及连接在所述槽型钢件(151)下端的齿条(152)。5. A self-driven and hydraulic lifting type steel pre-barred inner frame according to claim 1, characterized in that the walking track (15) includes a channel-shaped steel part (151) and a channel-shaped steel part (151) connected to the channel-shaped steel part (151). 151) The rack (152) at the lower end. 6.根据权利要求4-5任一项所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述行走轨道(15)中齿条(152)所处位置与所述行走装置(2)中的齿轮(23)所处位置对应。6. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to any one of claims 4-5, characterized in that the position of the rack (152) in the walking track (15) is consistent with the position of the rack (152) in the walking track (15). The position of the gear (23) in the walking device (2) corresponds to the position. 7.根据权利要求3所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述升降装置本体为千斤顶(5),每个所述千斤顶(5)均与所述液压油泵(13)通过油管(14)相连,用于实现钢筋内架(1)的升降。7. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to claim 3, characterized in that the lifting device body is a jack (5), and each of the jacks (5) is connected to the The hydraulic oil pump (13) is connected through the oil pipe (14) and is used to realize the lifting and lowering of the steel inner frame (1). 8.根据权利要求3所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述液压油泵(13)与行走装置(2)均与同一个电气控制中心(7)连接。8. A self-driven and hydraulic lifting type steel pre-tied inner frame according to claim 3, characterized in that the hydraulic oil pump (13) and the traveling device (2) are connected to the same electrical control center (7) connect. 9.根据权利要求1所述的一种自驱兼液压升降式钢筋预扎内架,其特征在于,所述支撑杆(4)与所述钢筋内架(1)接触的一端设有滚轮(41)。9. A self-driven and hydraulic lifting type steel bar pre-rolled inner frame according to claim 1, characterized in that one end of the support rod (4) in contact with the steel bar inner frame (1) is provided with a roller ( 41).
CN202311081709.4A 2023-08-25 2023-08-25 A self-propelled and hydraulically lifted steel pre-tied inner frame Pending CN117071440A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202311081709.4A CN117071440A (en) 2023-08-25 2023-08-25 A self-propelled and hydraulically lifted steel pre-tied inner frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202311081709.4A CN117071440A (en) 2023-08-25 2023-08-25 A self-propelled and hydraulically lifted steel pre-tied inner frame

Publications (1)

Publication Number Publication Date
CN117071440A true CN117071440A (en) 2023-11-17

Family

ID=88719312

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202311081709.4A Pending CN117071440A (en) 2023-08-25 2023-08-25 A self-propelled and hydraulically lifted steel pre-tied inner frame

Country Status (1)

Country Link
CN (1) CN117071440A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118478441A (en) * 2024-07-16 2024-08-13 中铁四局集团有限公司 Binding device for box girder reinforcement cage

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN209780271U (en) * 2019-01-30 2019-12-13 中铁二局集团有限公司 Box girder steel bar modularization pre-binding frame
CN216263256U (en) * 2021-03-10 2022-04-12 中铁二局集团有限公司 Adjustable integral steel bar pre-binding inner frame
CN115522749A (en) * 2022-10-31 2022-12-27 中交一公局第五工程有限公司 A track construction platform applied to the binding of prefabricated box girder roof steel bars
CN219292628U (en) * 2023-03-03 2023-07-04 中铁一局集团有限公司 Automatic change centre form support bar ligature child fixture

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN209780271U (en) * 2019-01-30 2019-12-13 中铁二局集团有限公司 Box girder steel bar modularization pre-binding frame
CN216263256U (en) * 2021-03-10 2022-04-12 中铁二局集团有限公司 Adjustable integral steel bar pre-binding inner frame
CN115522749A (en) * 2022-10-31 2022-12-27 中交一公局第五工程有限公司 A track construction platform applied to the binding of prefabricated box girder roof steel bars
CN219292628U (en) * 2023-03-03 2023-07-04 中铁一局集团有限公司 Automatic change centre form support bar ligature child fixture

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN118478441A (en) * 2024-07-16 2024-08-13 中铁四局集团有限公司 Binding device for box girder reinforcement cage
CN118478441B (en) * 2024-07-16 2024-11-05 中铁四局集团有限公司 Binding device for box girder reinforcement cage

Similar Documents

Publication Publication Date Title
CN107178211B (en) Truss hanging system for installing steel structure
US20190316421A1 (en) Drilling rig
CN101462672B (en) Big elevating capacity and big elevating height hoisting crane
CN1311134C (en) Down beam type bridge-erecting machine and bridge erecting method thereof
CN106400701A (en) Single-girder low-level balanced cantilever assembling bridge erection machine
CN206736749U (en) A kind of running gear of bridge hanging basket
CN104632088A (en) Petroleum drilling machine tower-shaped derrick sleeving mounting method
CN100522793C (en) Installing method of portal crane
CN110886509B (en) Hydraulic support device for large-span steel structure construction
CN206971764U (en) The purlin crane system of Steel Structure Installation
CN210366808U (en) Lifting and dismantling device for rail walking
CN115402945A (en) Lifting and jacking integrated self-climbing crane
CN117071440A (en) A self-propelled and hydraulically lifted steel pre-tied inner frame
CN115559209B (en) Construction method of double tower column cable tower
CN116732887A (en) Bottom die bent construction method for super-high beam of super-large bridge main tower
CN111502293A (en) Method and system for hoisting single peripheral component of assembly type building
CN113479787A (en) Side feeding rack corridor machine and pipe corridor construction process
CN221546981U (en) Auxiliary construction trolley for tunnel steel arch frame
CN111576183A (en) A construction method for longitudinally moving frame of box girder
CN107397638A (en) A kind of lifting hospital bed and elevating method
CN215364587U (en) Side feeding rack corridor machine
CN216739297U (en) Auxiliary device for oblique arch construction
CN216238175U (en) A kind of bridge cantilever construction hanging basket walking system
CN112027966B (en) A kind of prestressed jack mobile installation equipment
CN110077952B (en) Building template cross-floor transportation equipment and transportation method

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination