CN101761031B - Continuous and perpendicular lifting apparatus for large segmental bridge floor beam - Google Patents
Continuous and perpendicular lifting apparatus for large segmental bridge floor beam Download PDFInfo
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- CN101761031B CN101761031B CN 200810044180 CN200810044180A CN101761031B CN 101761031 B CN101761031 B CN 101761031B CN 200810044180 CN200810044180 CN 200810044180 CN 200810044180 A CN200810044180 A CN 200810044180A CN 101761031 B CN101761031 B CN 101761031B
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Abstract
本发明涉及一种大节段桥面梁连续垂直提升装置,部件包括承载支架,液压千斤顶提升系统,索盘及导索架装置,操作平台。承载支架由头部主梁、立柱、拉杆、斜撑及联系杆件组成,头部主梁上面设有操作平台,操作平台上布置有千斤顶提升系统和与千斤顶的布置相对应的索盘及导索架装置,承载支架底部采用高强螺栓固定连接在固定在立柱上的分担梁上。该装置利用永久立柱作为基础,大大降低了临时结构用量,并且该提升支架可作为一种装置设备,循环使用,创造了较大的经济效益;且利用计算机控制液压千斤顶同步提升操作,可将提升构件平稳、连续提升就位,过程控制精确、安全。并能满足桥梁施工中整跨桥面梁大节段的垂直提升施工需要。
The invention relates to a continuous vertical lifting device for a large-segment bridge deck girder. The components include a load-bearing bracket, a hydraulic jack lifting system, a cable reel and a guide cable frame device, and an operating platform. The load-bearing bracket is composed of the main beam at the head, the column, the tie rod, the diagonal brace and the connecting rod. There is an operation platform on the main beam at the head, and the jack lifting system and the corresponding cable tray and guide Cable rack device, the bottom of the load-bearing bracket is fixed and connected to the sharing beam fixed on the column with high-strength bolts. The device uses the permanent column as the foundation, which greatly reduces the amount of temporary structure, and the lifting bracket can be used as a device for recycling, creating greater economic benefits; and using the computer to control the synchronous lifting operation of the hydraulic jack, the lifting The components are steadily and continuously lifted into place, and the process control is precise and safe. And it can meet the vertical lifting construction needs of the large section of the entire span bridge deck beam in bridge construction.
Description
技术领域 technical field
本发明涉及一种桥梁施工中桥面梁垂直提升装置,尤其是一种安装于墩柱顶部的连续垂直提升装置。 The invention relates to a vertical lifting device for bridge deck girders in bridge construction, in particular to a continuous vertical lifting device installed on the top of pier columns. the
背景技术 Background technique
目前,随着施工机械的大力发展以及施工工艺法的不断进步,大型钢结构安装施工中,从地面垂直提升、高空就位的方法有多种选择,可以采用汽车吊、履带吊、龙门吊等大型起重设备进行抬吊、行走、就位等作业。但当所提升结构体量、吨位均超过一定数量级时,尤其是在桥梁施工中对整跨桥面梁的垂直提升作业,由于桥面梁结构平面尺寸大、体量及吨位大,综合考虑经济性及安全性,上述采用现有大型设备的吊装方法已经不适用,必须考虑设计一种满足施工、技术可靠的提升设备进行大节段整体提升。 At present, with the vigorous development of construction machinery and the continuous improvement of construction technology, there are many options for vertical lifting from the ground and high-altitude positioning in the installation and construction of large-scale steel structures. Large-scale steel structures such as truck cranes, crawler cranes, and gantry cranes can be used. Lifting equipment for lifting, walking, positioning and other operations. However, when the volume and tonnage of the lifted structure exceed a certain order of magnitude, especially in the vertical lifting operation of the entire span deck beam in bridge construction, due to the large plane size, volume and tonnage of the bridge deck beam structure, comprehensive consideration of economical and safety, the above-mentioned hoisting method using existing large-scale equipment is no longer applicable, and it is necessary to consider designing a hoisting equipment that meets the requirements of construction and is technically reliable for overall hoisting of large sections. the
发明内容 Contents of the invention
本发明是为满足桥梁施工中整跨桥面梁大节段的垂直提升施工需要,而提供一种基于立柱墩顶的大节段桥面梁连续垂直提升装置。 The present invention provides a continuous vertical lifting device for large segment bridge deck girders based on column pier tops in order to meet the vertical lifting construction needs of large segments of whole-span bridge deck girders in bridge construction. the
为实现上述目的,本发明的技术方案是:一种大节段桥面梁连续垂直提升装置,包括承载支架,液压千斤顶提升系统,索盘及导索架装置,操作平台,承载支架由头部主梁、立柱、拉杆、斜撑及联系杆件组成,头部主梁上面设有操作平台,操作平台上布置有千斤顶提升系统和与千斤顶的布置相对应的索盘及导索架装置,承载支架底部采用高强螺栓固定连接在固定在立柱上的分担梁上。 In order to achieve the above object, the technical solution of the present invention is: a continuous vertical lifting device for large section deck girders, including a load-bearing bracket, a hydraulic jack lifting system, a cable reel and a guide wire frame device, an operating platform, and the load-bearing bracket is composed of a head Composed of main girders, columns, tie rods, diagonal braces and connecting rods, an operating platform is arranged on the main girder at the head, and a jack lifting system, a cable tray and a cable guide device corresponding to the arrangement of the jack are arranged on the operating platform, and the load-carrying The bottom of the bracket is fixed and connected to the sharing beam fixed on the column with high-strength bolts.
联系杆件和操作平台由H型钢或槽钢焊接而成。 The contact bar and the operating platform are welded by H-shaped steel or channel steel. the
液压千斤顶提升系统包括液压千斤顶,具有逻辑控制、位置同步控制功能,实现构件的平稳提升、下降及远程控制的计算机控制液压同步提升系统。 The hydraulic jack lifting system includes a hydraulic jack, which has logic control and position synchronous control functions, and realizes the smooth lifting and lowering of components and the computer-controlled hydraulic synchronous lifting system of remote control. the
索盘由钢管制作,并通过滚轴与安装于支架顶面的支腿相连;导索架由槽钢制作,经导索架的钢绞线从索盘里放线后垂直进入千斤顶内腔。 The cable reel is made of steel pipe, and is connected with the legs installed on the top surface of the bracket through rollers; the guide cable frame is made of channel steel, and the steel strands passing through the guide cable frame are released from the cable reel and vertically enter the inner cavity of the jack. the
操作平台的横桥向设置安全网兜,平台底部周边设置踢脚板,平台面板由花纹钢板制成。 Safety net pockets are set on the cross bridge of the operating platform, skirting boards are set around the bottom of the platform, and the platform panel is made of patterned steel plates. the
本发明的有益效果是:该装置利用永久立柱作为基础,大大降低了临时结构用量,并且该提升支架可作为一种装置设备,可以循环使用,创造了较大的经济效益;且利用计算机控制液压千斤顶同步提升操作,可将提升构件平稳、连续提升就位,过程控制精确、安全。能满足桥梁施工中整跨桥面梁大节段的垂直提升施工需要。 The beneficial effects of the present invention are: the device uses the permanent column as the foundation, which greatly reduces the amount of temporary structure, and the lifting bracket can be used as a device, which can be recycled, creating greater economic benefits; and the computer controls the hydraulic pressure The synchronous lifting operation of the jack can smoothly and continuously lift the lifting member into place, and the process control is precise and safe. It can meet the vertical lifting construction needs of the large section of the entire span bridge deck beam in bridge construction. the
附图说明Description of drawings
图1是本发明的结构示意图。 Fig. 1 is a structural schematic diagram of the present invention. the
具体实施方式Detailed ways
下面结合具体实施例,进一步阐述本发明专利的实施方式。应理解,这些实施例仅用于说明本发明专利而不用于限制本发明专利的范围。此外应理解,在阅读了本发明专利讲授的内容之后,本领域技术人员可以对本发明作各种改动或修改,这些等价形式同样落于本申请所附权利要求书所限定的范围。 Below in conjunction with specific examples, the implementation manner of the patent of the present invention is further described. It should be understood that these embodiments are only used to illustrate the patent of the present invention and are not intended to limit the scope of the patent of the present invention. In addition, it should be understood that after reading the content taught by the patent of the present invention, those skilled in the art can make various changes or modifications to the present invention, and these equivalent forms also fall within the scope defined by the appended claims of the present application. the
如图1所示,本发明的大节段桥面梁连续垂直提升装置包括承载支架1;液压千斤顶提升系统2;索盘及导索架装置3;操作平台4。
As shown in FIG. 1 , the continuous vertical lifting device for large-segment bridge deck girders of the present invention includes a load-bearing
承载支架1的头部主梁上面设有操作平台4,操作平台4上布置有千斤顶提升系统2和与千斤顶的布置相对应的索盘及导索架装置3,承载支架1底部采用高强螺栓固定连接在固定在立柱6上的分担梁5上。
An operating platform 4 is provided on the main girder of the head of the
(1)承载支架 (1) Bearing bracket
承载支架1是整个提升装置的核心部分。整个支架采用全钢结构,顶面布置千斤顶提升系统,底部采用高强螺栓M24栓接固定在分担梁6上。承载支架1主要受力杆件采用钢板焊接件,联系杆件以及操作平台4采用H型钢或槽钢焊接。每个支架架主要有头部主梁、立柱、拉杆、斜撑及联系杆件组成。
The
(2)液压千斤顶提升系统 (2) Hydraulic jack lifting system
提升系统2主要采用柳州OVM的LSD200型液压千斤顶,通过计算机控制实现同步提升。计算机控制液压同步提升系统由控制系统(计算机和传感器)、承重系统(钢绞线和千斤顶)、动力系统(液压泵站)等组成。计算机同步控制系统具有逻辑控制、位置同步控制功能,能实现构件的平稳提升、下降及远程控制。
The
每套提升装置配置2套液压千斤顶提升系统2,再通过一组同步控制系统实现同步提升控制。
Each set of lifting device is equipped with 2 sets of hydraulic
(3)索盘及导索架装置 (3) Cable reel and guide frame device
在支架1顶面的操作平台4上布置两套索盘及导索架装置3,与千斤顶的布置相对应。通过这套装置,实现提升下放过程中,钢绞线7的收线及放线操作。索盘采用钢管制作,通过滚轴与安装于支架顶面的支腿相连;导索架采用槽钢制作,固定于支架顶面,位置应于千斤顶的位置对应,确保钢绞线从索盘里放线后垂直进入千斤顶内腔。
On the operating platform 4 on the top surface of the
(4)操作平台 (4) Operating platform
在承载支架1上布置操作脚手平台4,油泵车等设备,平台横桥向设置安全网兜,避免高空坠物,平台底部周边设置踢脚板,平台面板采用花纹钢板。
Arrange operating scaffolding platform 4, oil pump truck and other equipment on the
以闵浦大桥为例,边跨钢结构一整跨大节段平面尺寸为43.6m×52.5m×11.7m,重约960吨。现有吊装设备均不适用,采用本发明的大节段桥面梁连续垂直提升装置,有效地解决了这一难题,具体步骤是: Taking the Minpu Bridge as an example, the planar size of a large section of the side-span steel structure is 43.6m×52.5m×11.7m and weighs about 960 tons. None of the existing hoisting equipment is suitable, and the continuous vertical lifting device of the large segment bridge deck girder of the present invention is used to effectively solve this problem. The specific steps are:
(1)待提升的大节段桥面梁8就位于立柱6中间提升位置;
(1) The large segment bridge deck beam 8 to be lifted is located in the lifting position in the middle of the
(2)在四个立柱6顶部安装本发明桥面梁连续垂直提升装置。
(2) Install the bridge deck girder continuous vertical lifting device of the present invention on the tops of the four
(3)通过四台提升装置、八台液压千斤顶连续提升,将桥面梁提升到位。 (3) The bridge deck girder is lifted into place through continuous lifting of four lifting devices and eight hydraulic jacks. the
实践证明,本发明施工方便,大大降低了成本,值得推荐。 Practice has proved that the invention is convenient in construction and greatly reduces the cost, and is worth recommending. the
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810044180 CN101761031B (en) | 2008-12-24 | 2008-12-24 | Continuous and perpendicular lifting apparatus for large segmental bridge floor beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200810044180 CN101761031B (en) | 2008-12-24 | 2008-12-24 | Continuous and perpendicular lifting apparatus for large segmental bridge floor beam |
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| Publication Number | Publication Date |
|---|---|
| CN101761031A CN101761031A (en) | 2010-06-30 |
| CN101761031B true CN101761031B (en) | 2012-07-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN 200810044180 Expired - Fee Related CN101761031B (en) | 2008-12-24 | 2008-12-24 | Continuous and perpendicular lifting apparatus for large segmental bridge floor beam |
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| CN102094389B (en) * | 2009-12-14 | 2013-04-24 | 上海市基础工程有限公司 | Separable large-section truss girder hydraulic lifting device |
| CN101886369B (en) * | 2010-07-06 | 2012-11-07 | 中建八局基础设施建设有限公司 | Beam erecting method |
| WO2017028931A1 (en) | 2015-08-20 | 2017-02-23 | Siemens Aktiengesellschaft | Method for generating a switching sequence in an industrial system, and device |
| CN107130517B (en) * | 2017-04-23 | 2019-01-04 | 中建三局基础设施工程有限公司 | It is a kind of fine-tuning from promotion closure mould bases base apparatus and its operating method |
| CN107522121B (en) * | 2017-09-01 | 2023-09-22 | 中交第二公路工程局有限公司 | Steel strand wire winding guide device and steel strand wire side-by-side winding method |
| CN110106787A (en) * | 2019-04-10 | 2019-08-09 | 四川雅康高速公路有限责任公司 | Bridge falls beam construction method between tunnel |
| CN110080108A (en) * | 2019-04-10 | 2019-08-02 | 四川雅康高速公路有限责任公司 | It unites for falling boom support and falling girder system in tunnel |
| CN110965478A (en) * | 2019-12-27 | 2020-04-07 | 中交二公局第二工程有限公司 | A beam-lifting and beam-moving integrated support mechanism |
| CN114214941B (en) * | 2021-09-08 | 2024-03-26 | 中交武汉港湾工程设计研究院有限公司 | Inverted lifting equipment for installing steel girder of separated suspension bridge and construction method thereof |
| CN118992834A (en) * | 2024-10-21 | 2024-11-22 | 东光县国新液压机械制造有限公司 | Large-scale structure lifting system |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113016A (en) | 1997-06-26 | 1999-01-19 | Kumagai Gumi Co Ltd | Tensioning platform of diagonal of cable stayed bridge |
| CN2644489Y (en) * | 2003-06-09 | 2004-09-29 | 上海市基础工程公司 | Hoisting machine for main deck of bridge |
-
2008
- 2008-12-24 CN CN 200810044180 patent/CN101761031B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113016A (en) | 1997-06-26 | 1999-01-19 | Kumagai Gumi Co Ltd | Tensioning platform of diagonal of cable stayed bridge |
| CN2644489Y (en) * | 2003-06-09 | 2004-09-29 | 上海市基础工程公司 | Hoisting machine for main deck of bridge |
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| CN101761031A (en) | 2010-06-30 |
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