CN204753397U - Temporary mounting hanger for steel box bridge - Google Patents
Temporary mounting hanger for steel box bridge Download PDFInfo
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- CN204753397U CN204753397U CN201520422155.4U CN201520422155U CN204753397U CN 204753397 U CN204753397 U CN 204753397U CN 201520422155 U CN201520422155 U CN 201520422155U CN 204753397 U CN204753397 U CN 204753397U
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Abstract
本实用新型涉及钢箱桥安装施工领域,公开了一种钢箱桥临时安装吊架,其包括位于上部两侧的吊挂横梁、位于两侧的吊挂立柱以及位于下方的操作平台,所述两侧的吊挂横梁分别连接有两根所述吊挂立柱,所述操作平台连接于吊挂立柱下端,所述两侧的吊挂横梁之间通过连接构件相连接。该吊架结构形式简单,能够根据实际钢箱桥的截面大小调整其结构,在减少劳动力和施工成本的同时提高了效率,也降低了安全风险,在较多的大型钢箱桥结构安装辅助措施中值得推广。
The utility model relates to the field of installation and construction of steel box bridges, and discloses a temporary installation hanger for steel box bridges, which includes hanging beams on both sides of the upper part, hanging columns on both sides and an operating platform on the bottom. The hanging beams on both sides are respectively connected with two of the hanging columns, the operation platform is connected to the lower end of the hanging columns, and the hanging beams on both sides are connected by connecting members. The structure of the hanger is simple, and its structure can be adjusted according to the size of the actual steel box bridge section, which improves efficiency while reducing labor and construction costs, and also reduces safety risks. Auxiliary measures are installed in many large steel box bridge structures worthy of promotion.
Description
技术领域technical field
本实用新型涉及钢箱桥安装施工领域,尤其是一种钢箱桥安装中的临时安装吊架。The utility model relates to the field of installation and construction of steel box bridges, in particular to a temporary installation hanger in the installation of steel box bridges.
背景技术Background technique
随着钢箱桥跨度的不断增加及安装技术的迅速发展,大跨度的钢箱桥根据吊车的起吊能力和运输条件,在工厂将构件分块分段制作完成,然后在现场进行预拼装。这样会有大量的如小型电焊机、氧气瓶、乙炔瓶等工装、机具需要放置以及在高空对接时操作工人到在桥底贴陶瓷衬垫、焊接、打磨、补油漆等工序,然而现有技术中并没有专门适用于上述施工的操作平台。With the continuous increase of the span of steel box bridges and the rapid development of installation technology, large-span steel box bridges are manufactured in blocks and sections at the factory according to the lifting capacity of the crane and transportation conditions, and then pre-assembled on site. There will be a large amount of tools such as small-sized electric welding machines, oxygen cylinders, acetylene cylinders, and equipment that need to be placed, and when docking at high altitudes, operators will paste ceramic liners, welding, grinding, and paint repairs at the bottom of the bridge. However, the prior art There is no operating platform specially suitable for the above-mentioned construction.
实用新型内容Utility model content
本实用新型所要解决的技术问题是提供一种结构简单、拆卸方便、可以重复利用的钢箱桥临时安装吊架。The technical problem to be solved by the utility model is to provide a steel box bridge temporary installation hanger with simple structure, convenient disassembly and reusability.
本实用新型公开的钢箱桥临时安装吊架,包括位于上部两侧的吊挂横梁、位于两侧的吊挂立柱以及位于下方的操作平台,所述两侧的吊挂横梁分别连接有两根所述吊挂立柱,所述操作平台连接于吊挂立柱下端,所述两侧的吊挂横梁之间通过连接构件相连接。The temporary installation hanger for a steel box bridge disclosed by the utility model includes hanging beams on both sides of the upper part, hanging columns on both sides and an operating platform below, and the hanging beams on both sides are respectively connected with two The suspension column and the operation platform are connected to the lower end of the suspension column, and the suspension beams on both sides are connected by connecting members.
优选地,所述连接构件包括连接圆钢和花篮螺栓,所述两侧的吊挂横梁均连接有所述连接圆钢,所述两侧的连接圆钢之间通过所述花篮螺栓连接。Preferably, the connecting member includes connecting round steel and turnbuckle bolts, the hanging beams on both sides are connected with the connecting round steel, and the connecting round steel on both sides are connected by the turnbuckle bolts.
优选地,所述两侧的吊挂横梁通过高强度螺栓与两侧的吊挂立柱连接。Preferably, the suspension beams on both sides are connected to the suspension columns on both sides through high-strength bolts.
优选地,所述操作平台包括横向梁、纵向梁、次梁以及跳板,所述横向梁和纵向梁连接构成水平框型结构,所述次梁连接于横向梁之间,所述跳板铺设于操作平台上表面。Preferably, the operation platform includes a transverse beam, a longitudinal beam, a secondary beam and a springboard, the transverse beam and the longitudinal beam are connected to form a horizontal frame structure, the secondary beam is connected between the transverse beams, and the springboard is laid on the the upper surface of the platform.
优选地,所述操作平台两侧设置有栏杆。Preferably, railings are provided on both sides of the operating platform.
优选地,所述操作平台距离对应的钢箱桥底板距离为1.1-1.3m。Preferably, the operating platform is 1.1-1.3m away from the corresponding steel box bridge bottom plate.
优选地,其中一侧的两根吊挂立柱之间设置有爬梯。Preferably, a ladder is provided between the two hanging columns on one side.
本实用新型的有益效果是:本发明提供的钢箱桥临时安装吊架,结构形式简单,能够根据实际钢箱桥的截面大小调整其结构,在减少劳动力和施工成本的同时提高了效率,也降低了安全风险,在较多的大型钢箱桥结构安装辅助措施中值得推广。The beneficial effects of the utility model are: the steel box bridge provided by the invention temporarily installs the hanger, the structure is simple, and its structure can be adjusted according to the cross-sectional size of the actual steel box bridge, and the efficiency is improved while reducing labor and construction costs. The safety risk is reduced, and it is worth promoting in more auxiliary measures for the installation of large steel box bridge structures.
附图说明Description of drawings
图1是本实用新型的示意图;Fig. 1 is the schematic diagram of the utility model;
图2是图1的右视图;Fig. 2 is the right view of Fig. 1;
图3是图1的左视图;Fig. 3 is the left view of Fig. 1;
图4是本实用新型中操作平台的示意图。Fig. 4 is a schematic diagram of the operating platform in the utility model.
附图标记:1-吊挂横梁,2-吊挂立柱,3-操作平台,4-连接圆钢,5-花篮螺栓,6-横向梁,7-纵向梁,8-次梁,9-跳板,10-栏杆,11-爬梯,12-钢箱桥。Reference signs: 1-hanging beam, 2-hanging column, 3-operating platform, 4-connecting round steel, 5-turnbuckle bolt, 6-transverse beam, 7-longitudinal beam, 8-secondary beam, 9-springboard , 10-railing, 11-ladder, 12-steel box bridge.
具体实施方式Detailed ways
下面结合附图对本实用新型进一步说明。Below in conjunction with accompanying drawing, the utility model is further described.
如图1、图2所示,本实用新型公开的钢箱桥临时安装吊架,包括位于上部两侧的吊挂横梁1、位于两侧的吊挂立柱2以及位于下方的操作平台3,所述两侧的吊挂横梁1分别连接有两根所述吊挂立柱2,所述操作平台3连接于吊挂立柱2下端,所述两侧的吊挂横梁1之间通过连接构件相连接。As shown in Figures 1 and 2, the steel box bridge temporary installation hanger disclosed by the utility model includes a suspension beam 1 located on both sides of the upper part, a suspension column 2 located on both sides, and an operating platform 3 located below. The hanging beams 1 on both sides are respectively connected with two hanging columns 2 , the operation platform 3 is connected to the lower ends of the hanging columns 2 , and the hanging beams 1 on both sides are connected by connecting members.
如图1所示,在架设该临时安装吊架时,将吊挂横梁1搭挂于钢箱桥12两侧,操作平台3置于钢箱桥12下方,使整个钢箱桥12被框在临时安装吊架中,并通过连接构件将两侧的吊挂横梁1连接,保证吊挂横梁1搭接的稳定性,两侧各设两根吊挂立柱2,操作平台3通过四根吊挂立柱2吊挂,能够保证吊挂的稳定性。临时安装吊架安装完成后,工人就可站在操作平台3上对钢箱桥12进行施工操作。整个临时安装吊架结构较为简单,拆卸方便,可重复利用,可有减少施工成本并降低高空作业的安全风险。As shown in Figure 1, when erecting the temporary installation hanger, the suspension beam 1 is hung on both sides of the steel box bridge 12, and the operating platform 3 is placed under the steel box bridge 12, so that the entire steel box bridge 12 is framed Temporarily install the hanger in the hanger, and connect the hanging beams 1 on both sides through the connecting member to ensure the stability of the overlapping of the hanging beam 1. Two hanging columns 2 are set on each side, and the operation platform 3 is suspended by four The column 2 is hung, which can ensure the stability of the hanging. After the temporary installation hanger is installed, the workman can stand on the operation platform 3 and carry out the construction operation to the steel box bridge 12. The entire temporary installation hanger structure is relatively simple, easy to disassemble, and can be reused, which can reduce construction costs and reduce safety risks of high-altitude operations.
连接构件的作用是连接两侧吊挂横梁1以稳定吊挂,其可采用普通连接件,如圆钢、型材等,但为了保证其始终保持足够的张紧,作为优选方式,所述连接构件包括连接圆钢4和花篮螺栓5,所述两侧的吊挂横梁1均连接有所述连接圆钢4,所述两侧的连接圆钢4之间通过所述花篮螺栓5连接。采用该结构的连接构件,通过调节花篮螺栓5就可使连接构件保持足够的张紧,进而使吊挂横梁1与钢箱桥12保持足够的接触面受力接触,从而提高吊挂的稳定性。The role of the connecting member is to connect the hanging beams 1 on both sides to stabilize the hanging. It can use ordinary connecting parts, such as round steel, profiles, etc., but in order to ensure that it always maintains sufficient tension, as a preferred method, the connecting member It includes connecting round steel 4 and turnbuckle bolts 5 , the hanging beams 1 on both sides are connected with the connecting round steel 4 , and the connecting round steel 4 on both sides is connected by the turnbuckle bolt 5 . Using the connecting member with this structure, by adjusting the turnbuckle 5, the connecting member can be kept in sufficient tension, and then the hanging crossbeam 1 and the steel box bridge 12 can maintain sufficient contact surface force contact, thereby improving the stability of the hanging .
为使吊架拆装更加方便,作为优选方式,所述两侧的吊挂横梁1通过高强度螺栓与两侧的吊挂立柱2连接。采用高强度螺栓可在保证吊挂横梁1和吊挂立柱2的连接具有较大强度的基础上,同时便于拆装,重复利用。In order to make the hanger easier to assemble and disassemble, as a preferred method, the hanging beams 1 on both sides are connected to the hanging columns 2 on both sides through high-strength bolts. The use of high-strength bolts can ensure that the connection between the hanging beam 1 and the hanging column 2 has relatively high strength, and at the same time, it is convenient for disassembly and assembly, and can be reused.
操作平台3的具体结构形式较多,具体可参照现有各施工平台的搭设,而作为优选方式,所述操作平台3包括横向梁6、纵向梁7、次梁8以及跳板9,所述横向梁6和纵向梁7连接构成水平框型结构,所述次梁8连接于横向梁6之间,所述跳板9铺设于操作平台3上表面。其中,横向梁6、纵向梁7和次梁8构成平台的承力骨架,跳板9铺设其上便于设备放置和工人的施工作业。There are many specific structural forms of the operating platform 3, which can refer to the erection of each existing construction platform specifically, and as a preferred mode, the operating platform 3 includes a transverse beam 6, a longitudinal beam 7, a secondary beam 8 and a springboard 9, and the transverse The beams 6 and the longitudinal beams 7 are connected to form a horizontal frame structure, the secondary beams 8 are connected between the transverse beams 6 , and the springboard 9 is laid on the upper surface of the operation platform 3 . Among them, the transverse beam 6, the longitudinal beam 7 and the secondary beam 8 form the load-bearing skeleton of the platform, and the springboard 9 is laid on it to facilitate the placement of equipment and the construction work of workers.
为提高操作平台3安全性,作为优选方式,所述操作平台3两侧设置有栏杆10。栏杆10高度优选为1m,栏杆10主要由横杆和立柱组成,栏杆立柱按间距1m设置,以保证平台上人、物的安全性。In order to improve the safety of the operation platform 3 , as a preferred manner, railings 10 are provided on both sides of the operation platform 3 . The height of the railing 10 is preferably 1m, and the railing 10 is mainly composed of a crossbar and a column, and the railing columns are arranged at a distance of 1m to ensure the safety of people and objects on the platform.
工人在操作平台3上对钢箱桥12进行施工操作需要适当的距离,因此,作为优选方式,所述操作平台3距离对应的钢箱桥12底板距离为1.1-1.3m。而为了方便工人从钢箱桥12桥面和操作平台3之间往返通行,作为优选方式,其中一侧的两根吊挂立柱2之间设置有爬梯11。爬梯11可由圆钢构成,各层圆钢之间的间距优选为300mm。Workers need an appropriate distance to carry out construction operations on the steel box bridge 12 on the operation platform 3 , therefore, as a preferred mode, the distance between the operation platform 3 and the corresponding steel box bridge 12 bottom plate is 1.1-1.3m. And in order to make things easier for workers to pass back and forth between the steel box bridge 12 bridge deck and the operating platform 3, as a preferred mode, a ladder 11 is provided between the two hanging columns 2 on one side. Ladder 11 can be made of round steel, and the spacing between each layer of round steel is preferably 300mm.
Claims (7)
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520422155.4U CN204753397U (en) | 2015-06-17 | 2015-06-17 | Temporary mounting hanger for steel box bridge |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951606A (en) * | 2016-06-29 | 2016-09-21 | 中国十九冶集团有限公司 | Steel case bridge installation auxiliary platform |
| CN107201725A (en) * | 2017-06-28 | 2017-09-26 | 杭州伟业建设集团有限公司 | A kind of steel box-girder decoration hanging scaffold and its construction method |
| CN108824214A (en) * | 2018-08-14 | 2018-11-16 | 中铁十局集团第三建设有限公司 | A kind of fast-type high-speed rail Bridge Pier Construction hanging basket mounting platform and application method |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
-
2015
- 2015-06-17 CN CN201520422155.4U patent/CN204753397U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105951606A (en) * | 2016-06-29 | 2016-09-21 | 中国十九冶集团有限公司 | Steel case bridge installation auxiliary platform |
| CN107201725A (en) * | 2017-06-28 | 2017-09-26 | 杭州伟业建设集团有限公司 | A kind of steel box-girder decoration hanging scaffold and its construction method |
| CN108824214A (en) * | 2018-08-14 | 2018-11-16 | 中铁十局集团第三建设有限公司 | A kind of fast-type high-speed rail Bridge Pier Construction hanging basket mounting platform and application method |
| CN109252675A (en) * | 2018-11-02 | 2019-01-22 | 中铁二十三局集团第二工程有限公司 | Back-covered construction method and back-covered the construction cape of aluminum strip plate furred ceiling |
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