CN104179125B - A balance beam device for supporting the main beam of the mobile formwork - Google Patents
A balance beam device for supporting the main beam of the mobile formwork Download PDFInfo
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Abstract
本发明涉及一种移动模架主梁支撑用平衡梁装置,包括安装在推进台车上的主梁箱,以及竖直设置在主梁箱内并安装于主梁箱顶部的主梁箱支撑架;主梁箱支撑架的下端连接铰支机构,铰支机构的下端与平衡梁的顶部相连,形成平衡梁式支撑系统;平衡梁的底部和推进台车之间安装两个升降油缸。本发明通过将铰支结构连接在平衡梁上,形成平衡梁式支撑系统,在主梁前后桥墩支撑位置处均布置该平衡梁式支撑系统,形成移动模架主梁的简支梁力学模型,混凝土浇筑时,可保证整个载荷通过平衡梁支撑系统均匀传递至两个升降油缸上,使得推进台车下方的牛腿梁受力均匀,防止牛腿梁局部超载及偏载,有效保证了设备安全。
The invention relates to a balance beam device for supporting a main beam of a mobile formwork, comprising a main beam box installed on a push trolley, and a main beam box support frame vertically arranged in the main beam box and installed on the top of the main beam box The lower end of the main girder box support frame is connected to the hinge support mechanism, and the lower end of the hinge support mechanism is connected to the top of the balance beam to form a balance beam type support system; two lifting cylinders are installed between the bottom of the balance beam and the propulsion trolley. In the present invention, a balanced beam type support system is formed by connecting the hinged support structure on the balance beam, and the balance beam type support system is arranged at the supporting positions of the front and rear piers of the main beam to form a simply supported beam mechanical model of the main beam of the mobile formwork, When pouring concrete, it can ensure that the entire load is evenly transmitted to the two lifting cylinders through the balance beam support system, so that the corbel beam under the push trolley is evenly stressed, preventing local overload and partial load of the corbel beam, and effectively ensuring equipment safety.
Description
技术领域technical field
本发明属于桥梁施工技术领域,尤其涉及一种移动模架主梁支撑用平衡梁装置。The invention belongs to the technical field of bridge construction, and in particular relates to a balance beam device for supporting a main girder of a mobile formwork.
背景技术Background technique
移动模架是一种自带模板,利用承台或墩柱作为支承,对桥梁进行现场浇筑的施工设备。作为一种先进的施工设备,由于具有施工质量好、操作简便和效率高等优点,移动模架已经广泛地应用于高速公路、公路桥和铁路桥的连续梁施工中。The mobile formwork is a kind of construction equipment with self-contained formwork, using caps or pier columns as support, and pouring bridges on site. As an advanced construction equipment, due to the advantages of good construction quality, easy operation and high efficiency, mobile formwork has been widely used in the continuous beam construction of highways, road bridges and railway bridges.
移动模架的走行由推进台车实现,台车上安装有纵向位移油缸和横向位移油缸,以实现移动模架的纵移、横移和升降。现有移动模架的推进台车安装在主梁下翼板下方,台车座安装在牛腿梁上翼板上方,移动模架常规推进台车装置有以下几点不足:The running of the mobile formwork is realized by pushing the trolley, and the longitudinal displacement oil cylinder and the lateral displacement oil cylinder are installed on the trolley to realize the vertical movement, lateral movement and lifting of the mobile formwork. The propulsion trolley of the existing mobile formwork is installed under the lower wing of the main beam, and the trolley seat is installed above the upper wing of the corbel beam. The conventional propulsion trolley device of the mobile formwork has the following disadvantages:
1、台车上安装有升降油缸、纵移油缸和横移油缸,常规移动模架将台车安装在主梁与牛腿之间时,台车的高度必须大于油缸的高度才能对主梁进行承载,使移动模架的整体设备高度大,占用了桥下净空高度,桥梁施工时对桥墩高度有较严格的要求,因此限制了移动模架在矮墩身桥梁的施工。1. The trolley is equipped with a lifting cylinder, a vertical movement cylinder and a transverse movement cylinder. When the trolley is installed between the main beam and the corbel with a conventional mobile formwork, the height of the trolley must be greater than the height of the oil cylinder to carry out the main beam. Bearing, the overall equipment height of the mobile formwork is high, occupying the clearance height under the bridge, and there are strict requirements on the pier height during bridge construction, so the construction of the mobile formwork on short pier bridges is limited.
2、常规移动模架台车的升降油缸位于主梁下翼板下方,并在浇筑混凝土时其活塞杆伸出直接对主梁进行承载,为了保证台车传递至下方牛腿梁上的支撑力的均衡,一个台车上只能设置一个升降油缸,因此单台升降油缸的承载力巨大,提高了液压系统的可靠性要求。2. The lifting cylinder of the conventional mobile formwork trolley is located under the lower wing of the main beam, and its piston rod extends out to directly carry the load on the main beam when pouring concrete. Balanced, only one lifting cylinder can be installed on a trolley, so the bearing capacity of a single lifting cylinder is huge, which improves the reliability requirements of the hydraulic system.
3、台车装置结构复杂,整体自重较重。3. The structure of the trolley device is complex, and the overall weight is heavy.
发明内容Contents of the invention
本发明的目的是克服现有技术缺陷,提供一种受力均匀、设备安全、结构简单的移动模架主梁支撑用平衡梁装置。The purpose of the present invention is to overcome the defects of the prior art and provide a balance beam device for supporting the main beam of a mobile formwork with uniform force, safe equipment and simple structure.
本发明的技术方案是:Technical scheme of the present invention is:
包括安装在推进台车上的主梁箱,以及竖直设置在主梁箱内并安装于主梁箱顶部的主梁箱支撑架;主梁箱支撑架的下端连接铰支机构,铰支机构的下端与平衡梁的顶部相连,形成平衡梁式支撑系统;平衡梁的底部和推进台车之间安装两个平行于主梁的升降油缸;在主梁的相邻桥墩支撑位置处均布置该平衡梁式支撑系统,形成移动模架主梁的简支梁力学模型。It includes the main beam box installed on the propulsion trolley, and the main beam box support frame vertically arranged in the main beam box and installed on the top of the main beam box; the lower end of the main beam box support frame is connected to the hinge support mechanism, and the hinge support mechanism The lower end of the balance beam is connected to the top of the balance beam to form a balance beam support system; two lifting cylinders parallel to the main beam are installed between the bottom of the balance beam and the propulsion trolley; The balanced beam support system forms a simply supported beam mechanical model of the main beam of the mobile formwork.
所述主梁箱的底部安装有主梁下底板,主梁下底板与升降油缸相对应的位置上开设有能够使升降油缸的活塞杆通过的通孔;所述两个升降油缸均为倒置式,其底座连接在平衡梁底部的两端,其活塞杆穿过主梁下底板上的通孔支撑在推进台车上。The bottom of the main beam box is equipped with a main beam lower floor, and a through hole is opened at the position corresponding to the lower floor of the main beam and the lifting cylinder to allow the piston rod of the lifting cylinder to pass through; the two lifting cylinders are both inverted , its base is connected to both ends of the bottom of the balance beam, and its piston rod is supported on the propulsion trolley through the through hole on the bottom plate of the main beam.
所述铰支机构包括相铰接的第一铰支座与第二铰支座,且第一铰支座的上端连接主梁箱支撑架,第二铰支座下端连接平衡梁。The hinge support mechanism includes a first hinge support and a second hinge support, the upper end of the first hinge support is connected to the main girder box support frame, and the lower end of the second hinge support is connected to the balance beam.
所述第一铰支座与第二铰支座通过销轴相铰接。The first hinged support and the second hinged support are hinged through pin shafts.
所述主梁箱支撑架、第一铰支座、第二铰支座、平衡梁以及升降油缸之间分别通过螺栓组固定连接。The main girder box supporting frame, the first hinge support, the second hinge support, the balance beam and the lifting oil cylinder are respectively fixedly connected by bolt groups.
所述升降油缸为升降液压油缸。The lifting cylinder is a lifting hydraulic cylinder.
所述主梁箱支撑架由若干块钢板焊接而成。The main girder box supporting frame is welded by several steel plates.
本发明相对现有技术来说,具有以下有益的技术效果:Compared with the prior art, the present invention has the following beneficial technical effects:
本发明通过将铰支结构连接在平衡梁上,形成平衡梁式支撑系统,在主梁前后桥墩支撑位置处均布置该平衡梁式支撑系统,形成移动模架主梁的简支梁力学模型,设备简单,混凝土浇筑时,可保证整个载荷通过平衡梁支撑系统均匀传递至两个升降油缸上,使得推进台车下方的牛腿梁受力均匀,防止牛腿梁局部超载及偏载,有效保证了设备安全。In the present invention, a balanced beam type support system is formed by connecting the hinged support structure on the balance beam, and the balance beam type support system is arranged at the supporting positions of the front and rear bridge piers of the main beam to form a simply supported beam mechanical model of the main beam of the mobile formwork, The equipment is simple. When pouring concrete, it can ensure that the entire load is evenly transmitted to the two lifting cylinders through the balance beam support system, so that the corbel beam under the push trolley is evenly stressed, preventing local overload and partial load of the corbel beam, and effectively ensuring the equipment. Safety.
进一步,本发明平衡梁式支撑系统中平衡梁布置在主梁箱内,两个升降油缸的活塞杆能够通过主梁下底板上的孔支撑在推进台车上,在移动模架浇筑混凝土时,升降油缸活塞杆伸出,支撑在推进台车上,以提升主梁高度,达到桥梁浇筑位置,浇筑完混凝土,升降油缸缩进活塞杆,以降低主梁高度,使得主梁与已凝固的桥梁分离,此时主梁下底板直接支撑在推进台车上。本发明将升降油缸倒置连接在平衡梁上,不需要满足推进台车的高度必须大于升降油缸高度的条件,可以大大提高推进台车高度的可选择度,通过降低推进台车的高度,从而降低移动模架整体高度,本发明能够降低移动模架整体高度近1米左右,有效减小了移动模架系统占用桥下的净空高度,满足低矮桥墩桥梁的施工工况。本发明设计合理,结构简单,整体自重轻,使用安全方便。Further, in the balance beam support system of the present invention, the balance beam is arranged in the main beam box, and the piston rods of the two lifting cylinders can be supported on the propulsion trolley through the holes on the bottom plate of the main beam. When the mobile formwork is pouring concrete, The piston rod of the lifting cylinder is stretched out and supported on the propulsion trolley to raise the height of the main girder to reach the bridge pouring position. Separation, at this time the bottom plate of the main girder is directly supported on the propelling trolley. In the present invention, the lifting cylinder is connected to the balance beam upside down, without satisfying the condition that the height of the propelling trolley must be greater than the height of the lifting cylinder, and the selectivity of the height of the propelling trolley can be greatly improved. By reducing the height of the propelling trolley, the The overall height of the mobile formwork, the present invention can reduce the overall height of the mobile formwork by about 1 meter, effectively reducing the clearance height under the bridge occupied by the mobile formwork system, and meeting the construction conditions of bridges with low piers. The invention has the advantages of reasonable design, simple structure, light overall weight and safe and convenient use.
附图说明Description of drawings
图1是本发明整体结构主视图。Fig. 1 is a front view of the overall structure of the present invention.
图2是本发明整体结构右视图。Fig. 2 is a right view of the overall structure of the present invention.
图3是本发明用于移动模架的整体示意图。Fig. 3 is an overall schematic diagram of the present invention for moving formwork.
其中:1-主梁箱支撑架,2-第一高强螺栓组,3-第一铰支座,4-销轴,5-第二铰支座,6-第二高强螺栓组,7-平衡梁,8-第三螺栓组,9-升降油缸,10-推进台车;11-活塞杆;12-主梁下底板;13-牛腿梁上翼缘板;14-待浇筑桥梁;15-前桥墩;16-前平衡梁式支撑系统安装位置;17-后桥墩;18-后平衡梁式支撑系统安装位置。Among them: 1-main girder box support frame, 2-first high-strength bolt group, 3-first hinge support, 4-pin shaft, 5-second hinge support, 6-second high-strength bolt group, 7-balance Beam, 8-third bolt group, 9-lift cylinder, 10-propelling trolley; 11-piston rod; 12-lower bottom plate of main girder; 13-top flange plate of corbel beam; 14-bridge to be poured; 15-front pier ; 16 - the installation position of the front balance beam support system; 17 - the rear pier; 18 - the installation position of the rear balance beam support system.
具体实施方式Detailed ways
下面结合附图对本发明做进一步详细说明:Below in conjunction with accompanying drawing, the present invention is described in further detail:
以下给出本发明的具体实施例,需要说明的是本发明并不局限于以下具体实施例,凡在本申请技术方案基础上做的等同变换均落入本发明的保护范围。Specific embodiments of the present invention are provided below, and it should be noted that the present invention is not limited to the following specific embodiments, and all equivalent transformations done on the basis of the technical solutions of the present application all fall within the scope of protection of the present invention.
如图1和图2所示,本发明的主梁箱支撑架1竖直设置在主梁箱体内并安装于主梁箱顶部,由若干块钢板焊接而成,第一铰支座3通过第一螺栓组2与主梁箱支撑架1下部连接,保证第一铰支座3与主梁箱支撑架1连接的可靠性。第一铰支座3通过销轴4与第二铰支座5连接形成铰支结构,主梁前后支点凭借该铰支结构形成简支梁,可平衡浇筑过程中主梁前后端受力。第二铰支座5通过第二高强螺栓组6与平衡梁7连接,形成平衡梁式支撑系统,同时第二高强螺栓组6保证平衡梁7与第二铰支座5连接的可靠性。平衡梁7的底部通过第三螺栓组8安装两个倒置的升降油缸9,两个升降油缸9连接成直线平行于主梁,升降油缸9的底座连接在平衡梁7底部;第三螺栓组8保证升降油缸9与平衡梁7无滑移。升降油缸9为升降液压油缸,设置有可升降式的活塞杆11,主梁箱的底部安装有主梁下底板12,主梁下底板12与升降油缸9相对应的位置上开设有能够使活塞杆11通过的通孔,活塞杆11穿过主梁下底板12上的通孔,其末端支撑在推进台车10上,推进台车10压在牛腿梁上翼缘板13上,通过升降油缸9的活塞杆升降可实现移动模架的主梁升降动作。As shown in Figures 1 and 2, the girder box support frame 1 of the present invention is vertically arranged in the girder box body and installed on the top of the girder box, and is welded by several steel plates. A bolt group 2 is connected to the lower part of the main girder box support frame 1 to ensure the reliability of the connection between the first hinge support 3 and the main girder box support frame 1 . The first hinge support 3 is connected with the second hinge support 5 through the pin shaft 4 to form a hinge support structure, and the front and rear fulcrums of the main beam form a simply supported beam by virtue of the hinge support structure, which can balance the force on the front and rear ends of the main beam during the pouring process. The second hinge support 5 is connected to the balance beam 7 through the second high-strength bolt group 6 to form a balance beam support system, and the second high-strength bolt group 6 ensures the reliability of the connection between the balance beam 7 and the second hinge support 5 . The bottom of the balance beam 7 is installed with two inverted lifting cylinders 9 through the third bolt group 8, and the two lifting cylinders 9 are connected in a straight line parallel to the main beam, and the base of the lifting cylinder 9 is connected to the bottom of the balance beam 7; the third bolt group 8 Ensure that the lifting cylinder 9 and the balance beam 7 do not slip. The lifting cylinder 9 is a lifting hydraulic cylinder, which is provided with a liftable piston rod 11. The bottom of the main beam box is equipped with a main beam lower floor 12, and the position corresponding to the main beam lower floor 12 and the lifting cylinder 9 is provided. The through hole through which the rod 11 passes, the piston rod 11 passes through the through hole on the bottom plate 12 of the main girder, and its end is supported on the propulsion trolley 10, which presses on the upper flange plate 13 of the corbel beam, and passes through the lifting cylinder 9 The lifting of the piston rod can realize the lifting action of the main beam of the mobile formwork.
本发明主要的工作原理及过程:本发明中两个铰支座和销轴4形成铰支结构,并和平衡梁7形成平衡梁式支撑系统,在待浇筑桥梁14上安装主梁,并在主梁前后支点(即主梁前后桥墩支撑位置)处,即前桥墩15上的前平衡梁式支撑系统安装位置16处、后桥墩17上的后平衡梁式支撑系统安装位置18处,均布置该平衡梁式支撑系统,形成简支梁力学模型,如图3所示。混凝土浇筑时,可保证整个载荷通过平衡梁支撑系统均匀传递至牛腿梁上,防止牛腿梁局部超载及偏载,升降油缸9的活塞杆11穿过主梁下底板12的孔可支撑在推进台车10上,推进台车10压在牛腿梁上翼缘板13上。移动模架浇筑混凝土时,升降油缸9的活塞杆11伸出,支撑在推进台车10上,以提升主梁高度,达到桥梁浇筑位置,此时主梁与推进台车10分离;浇筑完混凝土,升降油缸9缩进活塞杆,以降低主梁高度,使得主梁与已凝固的桥梁分离,此时主梁下底板12支撑在推进台车10上,再利用推进台车10上的横移油缸和纵移油缸完成移动模架的开模、纵移施工工况,进入下一跨桥梁的施工位置。Main operating principle and process of the present invention: among the present invention, two hinge supports and bearing pin 4 form hinge support structure, and form balance beam type support system with balance beam 7, main girder is installed on bridge 14 to be poured, and At the front and rear fulcrums of the main girder (that is, the supporting positions of the front and rear piers of the main girder), that is, the 16 installation positions of the front balance beam support system on the front pier 15 and the 18 installation positions of the rear balance beam support system on the rear pier 17 are all arranged The balanced beam support system forms a simply supported beam mechanical model, as shown in Figure 3. When pouring concrete, it can ensure that the entire load is evenly transmitted to the corbel beam through the balance beam support system to prevent local overload and unbalanced load of the corbel beam. On the propelling trolley 10, the propelling trolley 10 is pressed on the upper flange plate 13 of the corbel beam. When moving the formwork to pour concrete, the piston rod 11 of the lifting cylinder 9 is stretched out and supported on the propulsion trolley 10 to raise the height of the main girder to reach the bridge pouring position. At this time, the main girder is separated from the propulsion trolley 10; , the lifting cylinder 9 retracts the piston rod to reduce the height of the main girder, so that the main girder is separated from the solidified bridge. The oil cylinder and the longitudinal moving oil cylinder complete the mold opening and longitudinal moving construction conditions of the mobile formwork, and enter the construction position of the next span bridge.
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| CN106192772B (en) * | 2016-07-19 | 2017-12-15 | 中建五局土木工程有限公司 | Jack balance device and mobile formwork for mobile formwork |
| CN106976799B (en) * | 2017-05-19 | 2018-03-16 | 山东恒堃机械有限公司 | Hanging beam before a kind of mobile formwork |
| CN110700127A (en) * | 2019-11-22 | 2020-01-17 | 李铮 | Auxiliary reinforcing device for simply supported beam bridge |
| CN115614040A (en) * | 2022-10-20 | 2023-01-17 | 武汉船用机械有限责任公司 | An overall autonomous transfer system |
| CN121006744A (en) * | 2025-10-28 | 2025-11-25 | 中交一航局第五工程有限公司 | Variable span support device and its displacement method for under-bearing movable formwork |
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| CN201713767U (en) * | 2010-04-29 | 2011-01-19 | 郑州市华中建机有限公司 | Bridge erecting machine for bridge erection |
| CN201857580U (en) * | 2010-11-09 | 2011-06-08 | 秦皇岛天业通联重工股份有限公司 | Double-girder bridge girder erection machine for erecting variable span type trough girder |
| CN202658533U (en) * | 2012-06-06 | 2013-01-09 | 长安大学 | Movable formwork of curved bridge with variable width |
| CN204212057U (en) * | 2014-08-29 | 2015-03-18 | 长安大学 | A kind of mobile formwork girder supports uses equalizer bar device |
-
2014
- 2014-08-29 CN CN201410438054.6A patent/CN104179125B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0967809A (en) * | 1995-08-30 | 1997-03-11 | Sho Bond Constr Co Ltd | Bridge floor slab dismantling method and its device |
| CN201713767U (en) * | 2010-04-29 | 2011-01-19 | 郑州市华中建机有限公司 | Bridge erecting machine for bridge erection |
| CN101892633A (en) * | 2010-07-22 | 2010-11-24 | 中交第二航务工程局有限公司 | Self-propelled small radius movable mould frame |
| CN201857580U (en) * | 2010-11-09 | 2011-06-08 | 秦皇岛天业通联重工股份有限公司 | Double-girder bridge girder erection machine for erecting variable span type trough girder |
| CN202658533U (en) * | 2012-06-06 | 2013-01-09 | 长安大学 | Movable formwork of curved bridge with variable width |
| CN204212057U (en) * | 2014-08-29 | 2015-03-18 | 长安大学 | A kind of mobile formwork girder supports uses equalizer bar device |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104179125A (en) | 2014-12-03 |
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