CN205474862U - Wet seam template operation platform of portable case roof beam - Google Patents

Wet seam template operation platform of portable case roof beam Download PDF

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Publication number
CN205474862U
CN205474862U CN201620224055.5U CN201620224055U CN205474862U CN 205474862 U CN205474862 U CN 205474862U CN 201620224055 U CN201620224055 U CN 201620224055U CN 205474862 U CN205474862 U CN 205474862U
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walking
platform
construction
wet joint
support system
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毕来发
季英俊
谢良海
许锡南
史结琼
唐寅
王昊岳
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CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
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CCCC Second Harbor Engineering Co
CCCC SHEC Fourth Engineering Co Ltd
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Abstract

本实用新型公开了一种移动式箱梁湿接缝模板操作平台,属于桥梁上部结构施工装置,包括行走及支撑系统、悬挂系统和施工平台;行走及支撑系统包括框架结构以及与框架结构固定的轮轴机构;悬挂系统为能旋转方向的吊架结构,悬挂系统一端与行走及支撑系统转动连接,另一端和施工平台固定;施工平台包括框架以及铺于框架上的面板层。本实用新型解决恶劣环境下箱梁湿接缝模板安装受风速影响大、有效作业时间短、模板安装难度大、不稳定因素较多等困难,克服传统施工下无可靠操作平台的缺陷,提高施工工效、降低安全风险。

The utility model discloses a mobile box girder wet joint formwork operating platform, which belongs to the bridge superstructure construction device and includes a walking and supporting system, a suspension system and a construction platform; the walking and supporting system includes a frame structure and a structure fixed to the frame structure. The axle mechanism; the suspension system is a hanger structure that can rotate in the direction. One end of the suspension system is rotatably connected to the walking and support system, and the other end is fixed to the construction platform; the construction platform includes a frame and a panel layer laid on the frame. The utility model solves the difficulties that the installation of the box girder wet joint formwork is greatly affected by the wind speed, the effective operation time is short, the formwork installation is difficult, and there are many unstable factors in the harsh environment. It overcomes the defect of no reliable operation platform under the traditional construction and improves the construction Improve ergonomics and reduce safety risks.

Description

一种移动式箱梁湿接缝模板操作平台A mobile box girder wet joint formwork operating platform

技术领域technical field

本实用新型属于桥梁上部结构施工装置,尤其适用于恶劣环境下箱梁湿接缝施工。The utility model belongs to a bridge superstructure construction device, and is especially suitable for the construction of wet joints of box girders in harsh environments.

背景技术Background technique

1)传统恶劣环境下箱梁湿接缝施工:1) Wet joint construction of box girder under traditional harsh environment:

预制箱梁安装完毕,箱梁与箱梁间需要现场浇筑湿接缝,传统箱梁湿接缝模板的安装工艺,采用悬吊法将湿接缝模板吊起,安装固定于两榀预制箱梁之间。海洋环境及江河环境下,无湿接缝模板安装平台,一般均将湿接缝模板放置于小船上面,将小船驶到需要安装箱梁湿接缝模板处正下方,使用卷扬机将模板吊起安装固定完成吊模施工。After the prefabricated box girder is installed, the wet joint between the box girder and the box girder needs to be poured on site. The traditional box girder wet joint formwork installation process uses the suspension method to lift the wet joint formwork and install it on the two prefabricated box girders. between. In the marine environment and river environment, there is no wet joint formwork installation platform. Generally, the wet joint formwork is placed on the boat, and the boat is driven directly below the place where the box girder wet joint formwork needs to be installed, and the formwork is hoisted and installed by a winch Fixing completed hanging formwork construction.

2)传统施工工艺的局限性2) Limitations of traditional construction techniques

传统海洋及江河等恶劣环境下湿接缝模板安装,采用小船作为模版周转的平台,不能提供稳定、安全、可靠的操作施工环境;在海洋涨退潮及风浪影响下,每天有效工作时间较少;海洋环境中常年风力4级以上,模板从船平台起吊时受风力影响较大,在吊装过程中易发生晃动,不便于安装固定,易产生安全事故;在高墩区施工时,模板起吊高度较大,安装操作难度增加,施工人员安全不易得到保证,施工受恶劣环境影响情况严重。湿接缝模板安装装置从施工角度应该具备构造简单、施工方便、效率高、可循环利用等特征,且经济上应该合理,安全性应该较强,传统施工工艺中,无一种装置可以使湿接缝模板安装在恶劣环境下更加经济、安全、效率更高。传统工艺湿接缝施工在恶劣环境中有较大的局限性。The traditional installation of wet joint formwork in harsh environments such as oceans and rivers uses small boats as a platform for formwork turnover, which cannot provide a stable, safe and reliable operating and construction environment; under the influence of ocean ebb and flow and wind and waves, the effective working hours per day are less; In the marine environment, the perennial wind force is above level 4. The formwork is greatly affected by the wind force when it is hoisted from the ship platform. Large, the difficulty of installation and operation increases, the safety of construction personnel is not easy to be guaranteed, and the construction is seriously affected by the harsh environment. From the construction point of view, the wet joint formwork installation device should have the characteristics of simple structure, convenient construction, high efficiency, and recyclability, and it should be economically reasonable and safe. In traditional construction techniques, there is no device that can make wet The installation of joint formwork is more economical, safer and more efficient in harsh environments. The traditional process of wet joint construction has great limitations in harsh environments.

实用新型内容Utility model content

本实用新型的目的在于:解决恶劣环境下箱梁湿接缝模板安装受风速影响大、有效作业时间短、模板安装难度大、不稳定因素较多等困难,克服传统施工下无可靠操作平台的缺陷,提高施工工效、降低安全风险。The purpose of the utility model is to solve the difficulties of the installation of the wet joint formwork of the box girder under the harsh environment, which is greatly affected by the wind speed, the effective operation time is short, the installation of the formwork is difficult, and there are many unstable factors, and it overcomes the problem of no reliable operation platform under the traditional construction defects, improve construction efficiency and reduce safety risks.

本实用新型的目的通过下述技术方案来实现:The purpose of this utility model is achieved through the following technical solutions:

一种移动式箱梁湿接缝模板操作平台,包括行走及支撑系统、悬挂系统和施工平台;行走及支撑系统包括框架结构以及与框架结构固定的轮轴机构;悬挂系统为能旋转方向的吊架结构,悬挂系统一端与行走及支撑系统转动连接,另一端和施工平台固定;施工平台包括框架以及铺于框架上的面板层。A mobile box girder wet joint formwork operating platform, including a walking and supporting system, a suspension system and a construction platform; the walking and supporting system includes a frame structure and a wheel shaft mechanism fixed to the frame structure; the suspension system is a hanger capable of rotating directions One end of the suspension system is rotatably connected to the walking and supporting system, and the other end is fixed to the construction platform; the construction platform includes a frame and a panel layer laid on the frame.

作为选择,行走及支撑系统、悬挂系统和施工平台整体构成一近“工”字形结构。As an option, the walking and supporting system, the suspension system and the construction platform constitute a nearly "I" shaped structure as a whole.

作为选择,行走及支撑系统的框架结构包括框架,以及沿框架长宽方向设置的多道横向、斜向支撑,框架结构结合两组轮轴机构作为行走及支撑系统。As an option, the frame structure of the walking and supporting system includes a frame and multiple horizontal and oblique supports arranged along the length and width of the frame. The frame structure combines two sets of wheel and axle mechanisms as the walking and supporting system.

作为选择,悬挂系统包括与行走及支撑系统固定的平行压力轴承,以及作为转轴的承重吊杆,承重吊杆顶面设有用于悬挂系统转向定位的转向定位孔及其定位销,悬挂系统与施工平台之间还连接有若干斜拉杆。As an option, the suspension system includes a parallel pressure bearing fixed to the walking and support system, and a load-bearing suspender as a rotating shaft. The top surface of the load-bearing suspender is provided with a steering positioning hole and its positioning pin for the steering positioning of the suspension system. The suspension system and construction Several inclined stay rods are also connected between the platforms.

作为选择,施工平台的面板层为钢筋网,施工平台四周还设有用于连接箱梁的连接绳。Alternatively, the face layer of the construction platform is steel mesh, and connecting ropes for connecting box girders are also arranged around the construction platform.

前述本实用新型主方案及其各进一步选择方案可以自由组合以形成多个方案,均为本实用新型可采用并要求保护的方案:如本实用新型,各选择即可和其他选择任意组合,本领域技术人员在了解本发明方案后根据现有技术和公知常识可明了有多种组合,均为本实用新型所要保护的技术方案,在此不做穷举。The foregoing main scheme of the utility model and its further selection schemes can be freely combined to form multiple schemes, which are all schemes that can be adopted and claimed in the utility model: as in the utility model, each selection can be combined with other selections arbitrarily, and the present invention After understanding the solution of the present invention, those skilled in the art can understand that there are many combinations according to the prior art and common knowledge, all of which are the technical solutions to be protected by the utility model, and are not exhaustive here.

本实用新型的工作流程:施工时,行走及支撑系统位于箱梁顶的中央分隔带位置,其轮轴机构横跨该中央分隔带,轮子在箱梁顶上沿该中央分隔带行走;通过悬挂系统旋转带动施工平台旋转至横桥向方向(长边延桥梁横桥向方向放置)并用连接绳连接固定平台和箱梁,湿接缝模板也可直接放置于施工平台上,由于施工平台横向距离较长,操作人员可直接于此施工平台上进行多条湿接缝模板吊运、竖向定位等。同跨内行走时,可直接解除连接绳固定,采用卷扬机或其他动力设备拉动行走及支撑系统前行,至下一个施工位置。过跨行走时,解除连接绳固定,将施工平台旋转至纵桥向方向(长边延桥梁纵向方向放置),再行走至邻跨,旋转施工平台至横桥向方向并固定,进行下一道工序施工。The working process of the utility model: during construction, the walking and support system is located at the central partition on the top of the box girder, its axle mechanism spans the central partition, and the wheels walk along the central partition on the top of the box girder; The rotation drives the construction platform to rotate to the direction of the bridge (the long side is placed in the direction of the bridge and the bridge) and connects the fixed platform and the box girder with a connecting rope. The wet joint formwork can also be placed directly on the construction platform. The operator can directly carry out multiple wet joint formwork lifting, vertical positioning, etc. on this construction platform. When walking in the same span, the connecting rope can be directly released, and the hoist or other power equipment can be used to pull the walking and supporting system forward to the next construction position. When walking across the span, release the fixing of the connecting rope, rotate the construction platform to the direction of the longitudinal bridge (the long side is placed along the longitudinal direction of the bridge), then walk to the adjacent span, rotate the construction platform to the direction of the transverse bridge and fix it, and proceed to the next process of construction .

本实用新型的有益效果:使用本专利装置进行湿接缝模板安装施工,可有效避免大风、大浪、高墩、作业时间短等传统施工方法弊端,能更好的适应恶劣环境中湿接缝模板安装所须条件,较传统施工安全性更好,工效更高,且不增加较多的投入(如船只等),施工方便,可循环使用。Beneficial effects of the utility model: using the patented device for installation and construction of wet joint formwork can effectively avoid the disadvantages of traditional construction methods such as strong winds, large waves, high piers, and short working time, and can better adapt to wet joint formwork in harsh environments The conditions required for installation are better than traditional construction, with better safety and higher work efficiency, without adding more investment (such as ships, etc.), convenient construction, and recyclable use.

附图说明Description of drawings

图1是本实用新型实施例的操作平台进行施工时的状态示意图;Fig. 1 is the state schematic diagram when the operating platform of the utility model embodiment carries out construction;

图2是图1的A-A视图;Fig. 2 is the A-A view of Fig. 1;

图3是本实用新型实施例的操作平台行走过跨时的状态示意图;Fig. 3 is a schematic diagram of the state when the operating platform of the embodiment of the present invention walks across the span;

图4是图3的B-B视图;Fig. 4 is the B-B view of Fig. 3;

图5是图3的C-C视图;Fig. 5 is the C-C view of Fig. 3;

图中,1为行走及支撑系统,11为框架结构,12为轮轴机构,2为悬挂系统,21为平行压力轴承,22为承重吊杆,23为转向定位孔及其定位销,24为斜拉杆,25为连接支架,3为施工平台,31为平台框架,4为箱梁,5为连接绳,6为行走钢丝绳,7为中央分隔带。In the figure, 1 is the walking and support system, 11 is the frame structure, 12 is the axle mechanism, 2 is the suspension system, 21 is the parallel pressure bearing, 22 is the load-bearing suspender, 23 is the steering positioning hole and its positioning pin, 24 is the oblique Pull rod, 25 is connecting support, 3 is construction platform, 31 is platform frame, 4 is box girder, 5 is connecting rope, 6 is walking wire rope, 7 is central divider.

具体实施方式detailed description

下面结合具体实施例和附图对本实用新型作进一步的说明。Below in conjunction with specific embodiment and accompanying drawing, the utility model is further described.

参考图1至5所示,一种移动式箱梁湿接缝模板操作平台,包括行走及支撑系统1、悬挂系统2和施工平台3;行走及支撑系统1包括框架结构11以及与框架结构11固定的轮轴机构12;悬挂系统2为能旋转方向的吊架结构,悬挂系统2一端与行走及支撑系统1转动连接,另一端和施工平台3固定;施工平台3包括平台框架31以及铺于平台框架31上的面板层。Referring to Figures 1 to 5, a mobile box girder wet joint formwork operating platform includes a walking and supporting system 1, a suspension system 2 and a construction platform 3; the walking and supporting system 1 includes a frame structure 11 and a frame structure 11 Fixed axle mechanism 12; suspension system 2 is a hanger structure that can rotate in the direction, one end of suspension system 2 is connected with walking and supporting system 1 in rotation, and the other end is fixed with construction platform 3; construction platform 3 includes platform frame 31 and lays on the platform Panel layer on frame 31.

作为选择,如本实施例所示,行走及支撑系统1、悬挂系统2和施工平台3整体构成一近“工”字形结构。行走及支撑系统1的框架结构11包括框架,以及沿框架长宽方向设置的多道横向、斜向支撑,框架结构11结合两组轮轴机构12作为行走及支撑系统。作为示例,采用工22a型钢组成框架,长宽方向各设多道横向、斜向支撑,将整个操作平台自重及施工荷载传递到轮轴机构12(轮子采用普通汽车轮即可,两轮间横杆轴承采用双拼工36b型钢焊接),框架结构11结合两组轮轴机构12作为行走及支撑系统,用于操作平台固定、移动及转向。As an option, as shown in this embodiment, the walking and supporting system 1, the suspension system 2 and the construction platform 3 integrally form a nearly "I"-shaped structure. The frame structure 11 of the walking and supporting system 1 includes a frame and multiple horizontal and oblique supports arranged along the length and width of the frame. The frame structure 11 combines two sets of axle mechanisms 12 as a walking and supporting system. As an example, the frame is composed of I-22a steel, and multiple horizontal and oblique supports are provided in the length and width directions, so that the self-weight and construction load of the entire operation platform are transmitted to the wheel shaft mechanism 12 (the wheels can be ordinary car wheels, and the cross bar between the two wheels The bearings are welded with 36b type steel), and the frame structure 11 combines two sets of axle mechanisms 12 as a walking and supporting system for fixing, moving and turning the operating platform.

悬挂系统2包括与行走及支撑系统1固定的平行压力轴承21,以及作为转轴的承重吊杆22,承重吊杆22顶面设有用于悬挂系统转向定位的转向定位孔及其定位销23,悬挂系统2与施工平台3之间还连接有若干斜拉杆24。作为示例,悬挂系统2为可旋转方向吊架结构,使用平行压力轴承21固定钢管并使之具有旋转功能;采用无缝钢管作为承重吊杆22,无缝钢管顶面设转向定位孔,用于平台转向,转向后在内插定位销防止摆动;在悬挂系统2与施工平台3连接处上方采用多根圆钢作为施工平台的斜拉杆24,增加整个施工平台稳定性。悬挂系统2通过连接支架25与施工平台3连接固定,斜拉杆24连接于连接支架25与施工平台3之间。The suspension system 2 includes a parallel pressure bearing 21 fixed to the walking and support system 1, and a load-bearing boom 22 as a rotating shaft. The top surface of the load-bearing boom 22 is provided with a steering positioning hole and a positioning pin 23 for steering positioning of the suspension system. Several diagonal stay rods 24 are also connected between the system 2 and the construction platform 3 . As an example, the suspension system 2 is a rotatable direction hanger structure, using a parallel pressure bearing 21 to fix the steel pipe and make it have a rotating function; a seamless steel pipe is used as the load-bearing suspender 22, and the top surface of the seamless steel pipe is provided with a steering positioning hole for The platform turns, and after turning, the positioning pin is inserted to prevent swinging; a plurality of round steels are used as the oblique tie rods 24 of the construction platform above the connection between the suspension system 2 and the construction platform 3, so as to increase the stability of the entire construction platform. The suspension system 2 is connected and fixed to the construction platform 3 through the connecting bracket 25 , and the diagonal stay rod 24 is connected between the connecting bracket 25 and the construction platform 3 .

施工平台3的面板层为钢筋网,施工平台3四周还设有用于连接箱梁4的连接绳5。施工平台3长边为两条横向间距最大的箱梁湿接缝距离,短边为过跨时桥梁左右双幅之间可安全通过距离,可根据现场实际情况调节平台大小,采用工10焊接成边长大间距的井字形框架,再用Φ50mm钢管加密成边长小间距的井字形框架,平台框架31上铺钢筋网作为面板层,施工平台3四周采用4根钢丝绳作为连接绳5固定于箱梁4上,该连接绳5位于施工平台3四角,施工时与桥面预埋钢筋连接。另外,在施工平台3两边长边上还分别设有钢丝绳(行走钢丝绳6),用于行走及支撑系统1行走时,与行走及支撑系统1连接,保证行走时的稳定性。The panel layer of the construction platform 3 is a reinforced mesh, and the construction platform 3 is also provided with connecting ropes 5 for connecting the box girder 4 around the construction platform 3 . The long side of the construction platform 3 is the distance between the wet joints of the two box girders with the largest horizontal distance, and the short side is the safe passage distance between the left and right double widths of the bridge when the span is over. The size of the platform can be adjusted according to the actual situation on site. The well-shaped frame with long spacing is then densified with Φ50mm steel pipes to form a well-shaped frame with side length and small spacing. The platform frame 31 is covered with steel mesh as the panel layer, and 4 steel wire ropes are used as the connecting rope 5 around the construction platform 3 to fix it on the box girder. 4, the connecting rope 5 is located at the four corners of the construction platform 3, and is connected with the pre-embedded reinforcement of the bridge deck during construction. In addition, steel wire ropes (traveling steel wire ropes 6) are respectively provided on the long sides of the construction platform 3 for walking and supporting system 1 to be connected with walking and supporting system 1 to ensure stability during walking.

施工时,行走及支撑系统1位于箱梁顶的中央分隔带7位置,其轮轴机构12横跨该中央分隔带7,轮子在箱梁顶上沿该中央分隔带7行走;通过悬挂系统2旋转带动施工平台3旋转至横桥向方向(长边延桥梁横桥向方向放置)并用连接绳5连接固定施工平台3和箱梁4,湿接缝模板也可直接放置于施工平台3上,由于施工平台3横向距离较长,操作人员可直接于此施工平台3上进行多条湿接缝模板吊运、竖向定位等。同跨内行走时,可直接解除连接绳5固定,采用卷扬机或其他动力设备拉动行走及支撑系统1前行,至下一个施工位置。过跨行走时,解除连接绳5固定,将施工平台3旋转至纵桥向方向(长边延桥梁纵向方向放置),再行走至邻跨,旋转施工平台3至横桥向方向并固定,进行下一道工序施工。During construction, the walking and supporting system 1 is located at the central divider 7 on the top of the box girder, and its axle mechanism 12 spans the central divider 7, and the wheels walk along the central divider 7 on the top of the box girder; they are rotated by the suspension system 2 Drive the construction platform 3 to rotate to the direction of the bridge (the long side is placed in the direction of the bridge and the bridge direction) and connect and fix the construction platform 3 and the box girder 4 with the connecting rope 5. The wet joint formwork can also be placed directly on the construction platform 3, because The construction platform 3 has a long horizontal distance, and operators can directly carry out multiple wet joint formwork lifting, vertical positioning, etc. on the construction platform 3 . When walking in the same span, the fixing of the connecting rope 5 can be directly released, and a winch or other power equipment is used to pull the walking and supporting system 1 to move forward to the next construction position. When walking across the span, remove the fixing of the connecting rope 5, rotate the construction platform 3 to the direction of the longitudinal bridge (the long side is placed along the longitudinal direction of the bridge), then walk to the adjacent span, rotate the construction platform 3 to the direction of the transverse bridge and fix it, and proceed to the next step. One process construction.

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

Claims (5)

1. a portable box beam wet joint template operating platform, it is characterised in that: include walking and support system, suspension and execute Work platform;Walking and support system include frame structure and the axle mechanism fixing with frame structure;Suspension is to rotate The hanger structure in direction, suspension one end is rotationally connected with walking and support system, and the other end and operation platform are fixed;Construction Platform includes framework and the panel layer being laid on framework.
2. box beam wet joint template operating platform as claimed in claim 1 portable, it is characterised in that: walking and support system, outstanding Extension system and operation platform are monolithically fabricated a nearly I-shaped structure.
3. portable box beam wet joint template operating platform as claimed in claim 1, it is characterised in that: walking and the frame of support system Shelf structure includes framework, and the multiple tracks arranged along the long cross direction of framework laterally, skewed horizontal load, frame structure combines two groups of wheel shafts Mechanism is as walking and support system.
4. portable box beam wet joint template operating platform as claimed in claim 1, it is characterised in that: suspension includes and walking And the parallel pressure bearing that support system is fixing, and the load-bearing suspension rod as rotating shaft, load-bearing suspension rod end face is provided with for hanging system System turns to turning to of location to position hole and alignment pin thereof, is also associated with some braces between suspension and operation platform.
5. portable box beam wet joint template operating platform as claimed in claim 1, it is characterised in that: the panel layer of operation platform is Bar-mat reinforcement, operation platform surrounding is additionally provided with the connection rope for connecting box beam.
CN201620224055.5U 2016-03-21 2016-03-21 Wet seam template operation platform of portable case roof beam Expired - Fee Related CN205474862U (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108004919A (en) * 2017-12-05 2018-05-08 中铁六局集团有限公司 A kind of wet seam construction crane device of steel box girder bridge panel and its construction method
CN108589552A (en) * 2018-06-11 2018-09-28 交通运输部科学研究院 A kind of collapsible suspension apparatus
CN113931071A (en) * 2021-10-27 2022-01-14 中交第二航务工程局有限公司 Prefabricated box girder wet joint adhesion type construction platform and construction method thereof
CN115787502A (en) * 2022-12-12 2023-03-14 中铁一局集团有限公司 Bridge wet joint construction platform and application method thereof
CN116815640A (en) * 2023-06-19 2023-09-29 中铁四局集团有限公司 Construction hanging basket for diaphragm plate in foldable small box girder

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108004919A (en) * 2017-12-05 2018-05-08 中铁六局集团有限公司 A kind of wet seam construction crane device of steel box girder bridge panel and its construction method
CN108589552A (en) * 2018-06-11 2018-09-28 交通运输部科学研究院 A kind of collapsible suspension apparatus
CN108589552B (en) * 2018-06-11 2023-07-21 交通运输部科学研究院 A folding suspension device
CN113931071A (en) * 2021-10-27 2022-01-14 中交第二航务工程局有限公司 Prefabricated box girder wet joint adhesion type construction platform and construction method thereof
CN113931071B (en) * 2021-10-27 2024-03-29 中交第二航务工程局有限公司 Prefabricated box girder wet joint attached construction platform and construction method thereof
CN115787502A (en) * 2022-12-12 2023-03-14 中铁一局集团有限公司 Bridge wet joint construction platform and application method thereof
CN116815640A (en) * 2023-06-19 2023-09-29 中铁四局集团有限公司 Construction hanging basket for diaphragm plate in foldable small box girder

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