CN220057640U - A kind of rail-type bridge cast-in-place railing construction platform - Google Patents
A kind of rail-type bridge cast-in-place railing construction platform Download PDFInfo
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Abstract
Description
技术领域Technical field
本实用新型涉及桥梁施工领域,具体来讲是一种轨道式桥梁现浇栏板施工平台。The utility model relates to the field of bridge construction, specifically a cast-in-place railing construction platform for a track-type bridge.
背景技术Background technique
桥梁,一般指架设在江河湖海上,使车辆行人等能顺利通行的构筑物。为适应现代高速发展的交通行业,桥梁亦引申为跨越山涧、不良地质或满足其他交通需要而架设的使通行更加便捷的建筑物。对于现代桥梁现浇栏板施工、防撞护栏模板等物料的安装与拆除,在现有的桥梁施工设备中,主要采用高空车或吊车进行。其施工高度和作业半径有限,不够灵活,在施工过程中需要多次调整高空车或者吊车的位置,不能做到连续施工,施工局限性较大,无法保证整体施工过程的效率;在施工现场,也需要较多的施工人员来配合指挥和监督,施工成本方面花费高,在短时间内完成大规模的桥梁现浇栏板的安装作业较为困难;同时,在桥梁护栏外侧模板安拆时,施工人员高空作业存在安全隐患,具有较大的施工安全风险,安装质量也很难得到保证。Bridges generally refer to structures erected over rivers, lakes and seas to enable vehicles and pedestrians to pass smoothly. In order to adapt to the modern and rapidly developing transportation industry, bridges have also been extended to structures erected to make traffic more convenient across mountain streams, poor geology, or to meet other transportation needs. For the installation and removal of materials such as cast-in-place railings and anti-collision guardrail formwork for modern bridges, aerial vehicles or cranes are mainly used for existing bridge construction equipment. Its construction height and operating radius are limited and not flexible enough. During the construction process, the position of the aerial vehicle or crane needs to be adjusted many times, and continuous construction cannot be achieved. The construction limitations are large and the efficiency of the overall construction process cannot be guaranteed; at the construction site, It also requires more construction personnel to cooperate with command and supervision, and the construction cost is high. It is difficult to complete the installation of large-scale bridge cast-in-place railings in a short time; at the same time, when the formwork on the outside of the bridge guardrail is installed and removed, construction There are potential safety hazards for personnel working at heights, which poses greater construction safety risks, and it is difficult to guarantee the installation quality.
实用新型内容Utility model content
本实用新型所要解决的主要技术问题是提供一种轨道式桥梁现浇栏板施工平台,可以不受场地限制、连续作业的施工平台,能够减少劳动力,节约工期和成本,稳定性好,更加安全可靠。The main technical problem to be solved by this utility model is to provide a cast-in-place railing construction platform for a track-type bridge, which can be operated continuously without site restrictions, can reduce labor, save construction period and cost, has good stability, and is safer reliable.
为了解决背景技术所提到的技术问题,本实用新型提供了一种轨道式桥梁现浇栏板施工平台,包括:桁架、第一轨道、起重组件、支腿、操作平台、控制开关、驱动装置、轨道轮和第二轨道;In order to solve the technical problems mentioned in the background art, the utility model provides a cast-in-place railing construction platform for a track-type bridge, which includes: a truss, a first track, a lifting component, a leg, an operating platform, a control switch, and a driver. device, track wheels and secondary track;
所述桁架垂直于第一轨道的长度方向连接第一轨道;所述起重组件穿过第一轨道,与第一轨道形成滑动配合;The truss is connected to the first rail perpendicularly to the length direction of the first rail; the lifting assembly passes through the first rail and forms a sliding fit with the first rail;
所述操作平台一端为平台,另一端设有横梁衔接桁架,两端之间用一主杆联结;所述主杆通过一横杆和支腿相连;One end of the operation platform is a platform, and the other end is provided with a cross beam connecting the truss, and a main rod is used to connect the two ends; the main rod is connected to the support leg through a cross rod;
所述支腿和操作平台各两个,所述支腿位于所述操作平台内侧,且都沿着桁架的长度方向设置在桁架的两端;There are two supporting legs and two operating platforms each. The supporting legs are located inside the operating platform and are arranged at both ends of the truss along the length direction of the truss;
所述支腿远离桁架的一端设有轨道轮,且沿着运动方向与所述第二轨道形成滚动配合;所述控制开关和驱动装置附着于支腿上。The end of the support leg away from the truss is provided with a track wheel, and forms a rolling fit with the second track along the direction of movement; the control switch and the driving device are attached to the support leg.
在一较佳实施例中:所述桁架采用螺栓连接的方式连接所述支腿。In a preferred embodiment: the trusses are connected to the legs by bolts.
在一较佳实施例中:所述操作平台的横梁采用焊接的方式连接所述桁架。In a preferred embodiment: the cross beams of the operating platform are connected to the trusses by welding.
在一较佳实施例中:所述操作平台的横杆采用焊接的方式连接所述支腿。In a preferred embodiment: the cross bars of the operating platform are connected to the legs by welding.
在一较佳实施例中:所述第一轨道优选25#工字钢。In a preferred embodiment: the first track is preferably 25# I-beam steel.
在一较佳实施例中:所述操作平台的主杆设有攀爬架和护栏。In a preferred embodiment: the main pole of the operation platform is provided with a climbing frame and a guardrail.
在一较佳实施例中:所述起重组件优选电动葫芦。In a preferred embodiment: the lifting component is preferably an electric hoist.
在一较佳实施例中:所述轨道轮设于单个支腿上的数量至少为一个。In a preferred embodiment: the number of the track wheels provided on a single leg is at least one.
在一较佳实施例中:所述桁架为主梁桁架。In a preferred embodiment: the truss is a main beam truss.
相较于现有技术,本实用新型的技术方案具备以下有益效果:Compared with the existing technology, the technical solution of the present utility model has the following beneficial effects:
1.本实用新型提供了一种轨道式桥梁现浇栏板施工平台,通过第二轨道移动到施工部位,将轨道轮制动,通过所述起重组件吊运桥梁栏板钢模板,位于操作平台上施工人员配合将钢模板定位安装,达到减少劳动力,节约工期和成本的目的,保证施工作业的安全进行。1. The utility model provides a track-type cast-in-place bridge railing construction platform. It moves to the construction site through the second rail, brakes the track wheels, and lifts the bridge railing steel formwork through the lifting assembly. It is located in the operating position. The construction personnel on the platform cooperated to position and install the steel formwork to achieve the purpose of reducing labor, saving construction period and cost, and ensuring the safe progress of construction operations.
2.本实用新型提供了一种轨道式桥梁现浇栏板施工平台,在桥梁两侧均设有操作平台,操作平台四周有护栏包围,保证施工人员的作业安全,两侧的操作平台的安装栏板可以同时施工,提高了施工效率。2. This utility model provides a rail-type cast-in-place bridge railing construction platform. There are operating platforms on both sides of the bridge. The operating platform is surrounded by guardrails to ensure the safety of construction workers. The installation of the operating platforms on both sides The railings can be constructed at the same time, which improves construction efficiency.
3.本实用新型提供了一种轨道式桥梁现浇栏板施工平台,一个部位模板安装完成后,施工人员无需离开操作平台,静待桥上的施工人员通过控制开关来控制轨道轮的运动,将平台整体移动至下一部位,确保连续施工,以此提高施工的便捷性,操作快捷方便,降低了施工的难度。3. This utility model provides a cast-in-place railing construction platform for a track-type bridge. After the installation of a part of the formwork is completed, the construction personnel do not need to leave the operating platform and wait for the construction personnel on the bridge to control the movement of the track wheels through the control switch. Move the platform as a whole to the next part to ensure continuous construction, thereby improving the convenience of construction, making the operation quick and convenient, and reducing the difficulty of construction.
附图说明Description of the drawings
图1为本实用新型优选实施例1中施工平台的横桥向断面图;Figure 1 is a cross-sectional view of the construction platform in the preferred embodiment 1 of the present invention;
图2为本实用新型优选实施例1中施工平台的顺桥向断面图。Figure 2 is a cross-sectional view along the bridge of the construction platform in the preferred embodiment 1 of the present invention.
具体实施方式Detailed ways
下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述;显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例,基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model; obviously, the described embodiments are only part of the embodiments of the present utility model, not all implementations. For example, based on the embodiments of the present utility model, all other embodiments obtained by those of ordinary skill in the art without creative efforts fall within the scope of protection of the present utility model.
在本实用新型的描述中,需要说明的是,术语“上”、“下”、“内”、“外”、“顶/底端”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。此外,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性。In the description of the present utility model, it should be noted that the orientation or positional relationship indicated by the terms "upper", "lower", "inner", "outer", "top/bottom", etc. are based on those shown in the accompanying drawings. The orientation or positional relationship is only for the convenience of describing the present invention and simplifying the description. It does not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as a limitation of the present invention. limit. In addition, the terms "first" and "second" are used for descriptive purposes only and are not to be understood as indicating or implying relative importance.
在本实用新型的描述中,需要说明的是,除非另有明确的规定和限定,术语“安装”、“设置有”、“套设/接”、“连接”等,应做广义理解,例如“连接”,可以是壁挂连接,也可以是可拆卸连接,或一体地连接,可以是机械连接,也可以是电连接,可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通,对于本领域的普通技术人员而言,可以视具体情况理解上述术语在本实用新型中的具体含义。In the description of the present utility model, it should be noted that, unless otherwise expressly stipulated and limited, the terms "installation", "disposed with", "set/connected", "connected", etc. should be understood in a broad sense, for example "Connection" can be a wall-mounted connection, a detachable connection, or an integral connection. It can be a mechanical connection or an electrical connection. It can be a direct connection or an indirect connection through an intermediate medium. It can be two components. For internal communication, those of ordinary skill in the art can understand the specific meanings of the above terms in the present invention depending on the specific circumstances.
实施例1Example 1
参考图1-图2,本实施例提供了一种轨道式桥梁现浇栏板施工平台,包括:桁架1、第一轨道2、起重组件3、支腿4、操作平台7、控制开关9、驱动装置6、轨道轮5和第二轨道8;所述桁架1垂直于第一轨道2的长度方向连接第一轨道2;所述起重组件3穿过第一轨道2,与第一轨道2形成滑动配合;所述操作平台7一端为平台75,另一端设有横梁71衔接桁架,两端之间用一主杆72联结;所述主杆72通过一横杆73和支腿4相连;所述支腿4和操作平台7各两个,所述支腿4位于所述操作平台7内侧,且都沿着桁架1的长度方向设置在桁架1的两端;所述支腿4远离桁架1的一端设有轨道轮5,且沿着运动方向与所述第二轨道8形成滚动配合;所述控制开关9和驱动装置6附着于支腿4上。Referring to Figures 1-2, this embodiment provides a track-type bridge cast-in-place railing construction platform, including: truss 1, first track 2, lifting component 3, outriggers 4, operating platform 7, control switch 9 , driving device 6, track wheel 5 and second track 8; the truss 1 is connected to the first track 2 perpendicular to the length direction of the first track 2; the lifting assembly 3 passes through the first track 2 and is connected to the first track 2. 2 forms a sliding fit; one end of the operating platform 7 is a platform 75, the other end is provided with a cross beam 71 to connect the truss, and a main rod 72 is used to connect the two ends; the main rod 72 is connected to the support leg 4 through a cross rod 73 ; There are two supporting legs 4 and two operating platforms 7 each. The supporting legs 4 are located inside the operating platform 7 and are arranged at both ends of the truss 1 along the length direction of the truss 1; the supporting legs 4 are far away from each other. One end of the truss 1 is provided with a track wheel 5 and forms a rolling fit with the second track 8 along the direction of movement; the control switch 9 and the driving device 6 are attached to the legs 4 .
本实用新型是使用钢结构体系作为桥梁现浇栏板施工平台,所述桁架1、支腿4、操作平台7在工厂加工、焊接成型,构件之间采用螺栓、焊接连接,整体性、稳定性和安全性总体表现良好,构件拼装和拆除方便;一次安装成型。This utility model uses a steel structure system as the cast-in-place railing construction platform of the bridge. The truss 1, the legs 4, and the operating platform 7 are processed and welded in the factory. Bolts and welding are used to connect the components to ensure integrity and stability. The overall performance and safety are good, and the components are easy to assemble and dismantle; they are installed and formed in one go.
第二轨道8优选钢导轨,采用钢导轨和轨道轮5行走到施工部位,无需反复安拆平台,减少劳动力,灵活性大;为桥梁栏板外侧悬空施工提供作业面,保证了栏板模板安装的准确性,确保外观质量满足要求。The second track 8 is preferably a steel guide rail. It uses steel guide rails and rail wheels 5 to travel to the construction site, eliminating the need to repeatedly install and dismantle the platform, reducing labor and being highly flexible; it provides a working surface for the suspended construction on the outside of the bridge railing, ensuring the installation of the railing formwork. accuracy to ensure that the appearance quality meets the requirements.
施工平台自带起重组件3,起重组件3优选为电动葫芦,电动葫芦具有体积小、自重轻、操作简单、通用化程度高、改变起升高度轻易、装置检验利便的特点。钢模板简单方便,无需使用吊车且不受场地限制,桥梁两侧栏板可以同时施工,连续施工,节约工期,减少成本;施工平台可重复利用。The construction platform comes with a lifting component 3. The lifting component 3 is preferably an electric hoist. The electric hoist has the characteristics of small size, light weight, simple operation, high degree of versatility, easy change of lifting height, and convenient installation and inspection. The steel formwork is simple and convenient, does not require the use of a crane and is not restricted by the site. The railings on both sides of the bridge can be constructed at the same time and continuously, saving construction time and reducing costs; the construction platform can be reused.
桥梁主体施工完成后,根据桥面宽度铺设第二轨道8,第二轨道8优选钢导轨,拼装施工平台,通过钢导轨移动到施工部位,通过刹车片将轨道轮5制动,所述刹车片为人工放置,具体操作为:待整体施工平台停稳之后,由人工来放置防止溜滑的刹车片。通过电动葫芦吊运桥梁栏板钢模板,操作平台7上的施工人员配合将钢模板定位安装;桥梁两侧均有操作平台7,两侧栏板可以同时施工,增加施工效率;一个部位钢模板安装完成后,工作人员无需离开操作平台7,静待桥上人员将平台整体移动至下一部位,确保连续施工。After the construction of the main body of the bridge is completed, the second track 8 is laid according to the width of the bridge deck. The second track 8 is preferably a steel guide rail. The construction platform is assembled and moved to the construction site through the steel guide rail. The track wheel 5 is braked by the brake pads. It is placed manually. The specific operation is as follows: after the entire construction platform has stopped, the brake pads to prevent slipping are placed manually. The bridge railing steel formwork is lifted by an electric hoist, and the construction workers on the operating platform 7 cooperate to position and install the steel formwork; there are operating platforms 7 on both sides of the bridge, and the railings on both sides can be constructed at the same time to increase construction efficiency; one-part steel formwork After the installation is completed, the staff does not need to leave the operating platform 7 and wait for the personnel on the bridge to move the entire platform to the next location to ensure continuous construction.
需要说明的是,结合工字钢的诸多优势,所述第一轨道2优选工字钢,工字钢容易进行焊接和切割,同时工字钢也耐老化,使用寿命强、重量轻,在施工时,搬运更加轻便,有利于节省时间。相同截面负荷下,热轧工字钢构造比传统构造重量减轻15%-20%;与砼构造相比,工字钢构造可增大6%的运用面积,而构造自重减轻20%一30%,减少构造设计内力;与普通型钢相比,成本低,精度高,剩余应力小,无需昂贵的焊接资料和焊缝检测,节约钢构造制造本钱30%左右。工字钢翼缘宽,侧向刚度大。抗弯才能强;翼缘两外表互相平行使得衔接、加工、装置简单。It should be noted that, combined with the many advantages of I-beam, the first track 2 is preferably I-beam. I-beam is easy to weld and cut. At the same time, I-beam is also resistant to aging, has a long service life and is light in weight. During construction, When moving, it is easier to transport, which helps save time. Under the same cross-sectional load, the hot-rolled I-beam structure is 15%-20% lighter than the traditional structure; compared with the concrete structure, the I-beam structure can increase the use area by 6%, while the structural weight is reduced by 20%-30%. , reducing the internal forces in structural design; compared with ordinary section steel, it has low cost, high precision, small residual stress, no need for expensive welding materials and weld detection, and saves about 30% of steel structure manufacturing costs. The I-beam has wide flange and high lateral stiffness. Strong bending resistance; the two surfaces of the flange are parallel to each other, making connection, processing and installation easy.
考虑到整体施工平台的稳固性,为了节省材料成本和减轻整体施工平台设备的重量,所述桁架1优选主梁桁架。Considering the stability of the overall construction platform, in order to save material costs and reduce the weight of the overall construction platform equipment, the truss 1 is preferably a main beam truss.
在此实施例中,为了实现整体施工平台的运动,所述轨道轮5设于单个支腿4上的数量为两个,作为本实施例的简单替换,所述轨道轮设于单个支腿上的数量至少为一个。In this embodiment, in order to realize the movement of the overall construction platform, the number of the rail wheels 5 provided on a single leg 4 is two. As a simple replacement of this embodiment, the rail wheels 5 are provided on a single leg. The number is at least one.
所述支腿4和桁架1采用螺栓的方式连接,以实现装卸便利、操作简单目的;所述驱动装置6设置在支腿4的中下端部,便于施工人员的操控;所述驱动装置6为电机驱动,所述驱动装置6通过一传动轴在电机的驱动下带动轨道轮进行滚动。The outriggers 4 and the truss 1 are connected by bolts to facilitate loading and unloading and simple operation; the drive device 6 is provided at the middle and lower ends of the outriggers 4 to facilitate the control of construction workers; the drive device 6 is It is driven by a motor, and the driving device 6 drives the track wheel to roll through a transmission shaft driven by the motor.
为了保证位于操作平台7上施工人员的人身安全,在操作平台7四周设置了护栏74,以防止施工人员意外坠落;同时在操作平台7的主杆72设置了攀爬架76,以供施工人员在桥梁上和操作平台7之间来往使用。In order to ensure the personal safety of construction workers on the operation platform 7, guardrails 74 are set up around the operation platform 7 to prevent construction workers from accidentally falling; at the same time, a climbing frame 76 is set up on the main pole 72 of the operation platform 7 for construction workers to It is used between the bridge and the operating platform 7.
以上所述,仅为本实用新型较佳的具体实施方式,但本实用新型的设计构思并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的技术范围内,利用此构思对本实用新型进行非实质性的改动,均属于侵犯本实用新型保护范围的行为。The above are only preferred specific implementations of the present utility model, but the design concept of the present utility model is not limited thereto. Any person familiar with the technical field can utilize this concept within the technical scope disclosed by the present utility model. Any non-substantive modifications to the present utility model shall constitute acts that infringe upon the protection scope of the present utility model.
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2023
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Effective date of registration: 20250113 Address after: 361000 unit 101, 819 Lianting Road, Xiang'an District, Xiamen City, Fujian Province Patentee after: XIAMEN CONSTRUCTION ENGINEERING CO.,LTD. OF CHINA RAILWAY FIRST Group Country or region after: China Address before: 361000 unit 101, 819 Lianting Road, Xiang'an District, Xiamen City, Fujian Province Patentee before: XIAMEN CONSTRUCTION ENGINEERING CO.,LTD. OF CHINA RAILWAY FIRST Group Country or region before: China Patentee before: CHINA RAILWAY FIRST GROUP Co.,Ltd. |
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