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CN201261866Y - Downward mobile formwork - Google Patents

Downward mobile formwork Download PDF

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Publication number
CN201261866Y
CN201261866Y CNU2008200684646U CN200820068464U CN201261866Y CN 201261866 Y CN201261866 Y CN 201261866Y CN U2008200684646 U CNU2008200684646 U CN U2008200684646U CN 200820068464 U CN200820068464 U CN 200820068464U CN 201261866 Y CN201261866 Y CN 201261866Y
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China
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outrigger
traversing
main beam
longitudinal
main girder
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CNU2008200684646U
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秦顺全
马涛
姚森
朱斌
章勋桁
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China Railway Major Bridge Engineering Co Ltd
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China Railway Major Bridge Engineering Co Ltd
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Abstract

The utility model discloses a downstroke moving framework, which comprises a main girder, guiding beams on both ends of the main girder, and a framework system arranged on the main girder, wherein three leg groups are arranged below the main girder and include an intermediate leg and a rear leg arranged on the front end and the rear end of the main girder, and a front leg arranged below the front guiding beam close to the main girder; and a leg, main girder and guiding beam longitudinal-transverse moving system and a main girder and guiding beam lifting device are arranged among the legs, the main girder and the guiding beams. The downstroke moving framework can achieve automatic movement without the need of extra cranes, thereby improving the adaptability and enhancing the economic competitiveness. The main girder can move transversely together with the outer framework system, so as to obviate the need of the framework transverse moving equipment and reduce the number of transverse moving cylinders by more than 60%; and integral demolding and molding can be achieved without adjusting the templates one by one and span by span, thereby reducing the work load, simplifying the process and greatly improving the level of mechanization.

Description

下行式移动模架 Downward mobile formwork

技术领域 technical field

本实用新型属于桥梁施工技术,具体涉及一种桥梁工程上部结构箱梁的建造时,移动式箱梁施工模架及移动式箱梁施工模架的走行方法。The utility model belongs to bridge construction technology, in particular to a mobile box girder construction formwork and a walking method for the mobile box girder construction formwork during the construction of a bridge engineering superstructure box girder.

背景技术 Background technique

移动模架按照其走行机构所处位置可分为两类,走行机构位于混凝土箱梁上方的,称上行式移动模架,走行机构位于混凝土箱梁下方的,称下行式移动模架。移动模架作为一种可以自行的箱梁现浇设备,其自行的方式方法以及效率历来为人所关注。移动模架的走行包括模架的纵移、横移和升降。纵移是将移动模架从一孔移动到下一孔施工位置,纵移的距离等于桥梁的跨径,长达数十米;横移是为了使移动模架到达设计的横向位置,有时是为了避开前方的墩身障碍,保证纵移顺利进行,横移量从几公分到数米不等;升降可以调整模架的高程,用以脱模或配合纵横移,模架的升降量一般在几公分至十几公分。移动模架常规的自行方法是主梁只纵移,不横移,模架的底模板系统在横向一分为二,分别向两侧横移;移动模架的支腿利用其它的起重设备转运至下一孔重新安装;模架的主梁到达设计位置后,再逐块调整模板至设计位置。移动模架常规自行方法存在的不足在于:底模系统的横移需要更多的横移设备,造价高、工序多;移动模架的支腿不能实现自行,必须有其它的起重设备配合,增加了成本,当现场地形条件差,起重设备难以使用时,支腿的转运就成为移动模架施工的瓶颈;移动模架的模板在每个施工循环中都需要逐块调整,工作量大,成品梁质量离散性高。The mobile formwork can be divided into two types according to the location of its running mechanism. The traveling mechanism is located above the concrete box girder, which is called the upward moving formwork, and the running mechanism is located below the concrete box girder, which is called the downward moving formwork. Mobile formwork is a kind of box girder cast-in-place equipment that can be self-propelled, and its self-propelled method and efficiency have always attracted people's attention. The walking of the mobile formwork includes the vertical movement, lateral movement and lifting of the formwork. The longitudinal movement is to move the mobile formwork from one hole to the construction position of the next hole. The distance of the longitudinal movement is equal to the span of the bridge, which is tens of meters long; the transverse movement is to make the mobile formwork reach the designed horizontal position, sometimes In order to avoid the obstacles in front of the pier body and ensure the smooth progress of the vertical movement, the amount of lateral movement varies from a few centimeters to several meters; the elevation of the formwork can be adjusted for demoulding or to cooperate with the vertical and horizontal movement, and the lifting amount of the formwork is general. From a few centimeters to a dozen centimeters. The conventional self-propelled method of moving the formwork is that the main girder only moves vertically and does not move laterally. The bottom formwork system of the formwork is divided into two in the horizontal direction and moves laterally to both sides respectively; the legs of the mobile formwork use other lifting equipment Transfer to the next hole for reinstallation; after the main beam of the formwork reaches the design position, adjust the formwork to the design position one by one. The shortcomings of the conventional self-propelled method of the mobile formwork are: the lateral movement of the bottom formwork system requires more lateral movement equipment, high cost, and many processes; the legs of the mobile formwork cannot be self-propelled, and other lifting equipment must be cooperated Increased costs, when the site terrain conditions are poor and the lifting equipment is difficult to use, the transfer of the outriggers becomes the bottleneck of the construction of the mobile formwork; the formwork of the mobile formwork needs to be adjusted piece by piece in each construction cycle, and the workload is heavy , the quality of finished beams is highly discrete.

发明内容 Contents of the invention

本实用新型的目的在于提供一种能实现主梁及模架系统整体移动的下行式移动模架,并提出其走行方法,以克服上述问题。The purpose of this utility model is to provide a downward mobile formwork that can realize the overall movement of the main beam and the formwork system, and propose its running method to overcome the above-mentioned problems.

本实用新型的技术方案为:下行式移动模架,它包括主梁,主梁两端连接的导梁,主梁上设置的模架系统,其特征在于主梁下设三组支腿,所述支腿包括主梁前端和后端下设置的中支腿和后支腿,前导梁靠近主梁下设置的前支腿;中支腿、后支腿和前支腿与主梁和导梁之间设支腿、主梁和导梁的纵横移系统以及主梁和导梁的升降装置。The technical scheme of the utility model is: a downward mobile formwork, which includes a main beam, a guide beam connected at both ends of the main beam, and a formwork system arranged on the main beam, which is characterized in that there are three sets of legs under the main beam, and the The above outriggers include middle outriggers and rear outriggers arranged under the front end and rear end of the main girder, and the front outriggers arranged under the front leading beam close to the main girder; The longitudinal and lateral movement system of the outrigger, the main beam and the guide beam and the lifting device of the main beam and the guide beam are arranged between them.

所述每组支腿包括两个对称布置、结构相同的支腿;支腿包括顶部的支腿基本节段,与支腿基本节段下部连接的支腿高度调整节段;支腿基本节段上部设支腿顶横梁。Each set of outriggers includes two symmetrically arranged outriggers with the same structure; the outriggers include a basic section of outriggers on the top, and a height adjustment section of outriggers connected to the lower part of the basic section of outriggers; the basic section of outriggers The upper part is provided with outriggers and top beams.

所述主梁和导梁的升降装置包括设在横移滑座上与主梁底面之间的升降油缸。The lifting device of the main beam and the guide beam includes a lifting cylinder arranged between the traversing slide seat and the bottom surface of the main beam.

所述纵横移系统包括以横移滑座为核心的横移装置和纵移装置:所述横移装置包括与支腿顶横梁连接的横移滑座,与支腿顶横梁连接的横移反力座,以及横移反力座与横移滑座之间连接的横移油缸;所述纵移装置包括由固定杆固定连接在支腿顶横梁上的横移滑座,主梁和导梁底部设置的纵移滑梁,纵移滑梁上连接的可移动的纵移反力座,纵移反力座与横移滑座之间连接的纵移油缸,主梁和导梁底部两边设置的主梁纵移轨道,横移滑座上对应于主梁纵移轨道设置的纵移托辊,以及支腿纵移装置。The vertical and horizontal movement system includes a transverse movement device and a vertical movement device with the transverse movement slide seat as the core: the transverse movement device includes a transverse movement slide seat connected with the top beam of the outrigger, and a transverse movement counter connected with the top beam of the outrigger force base, and the traversing oil cylinder connected between the traversing reaction force seat and the traversing sliding seat; the longitudinal moving device includes a traversing sliding seat fixedly connected on the top beam of the outrigger by a fixed rod, a main beam and a guide beam The longitudinal sliding beam installed at the bottom, the movable longitudinal reaction force seat connected to the longitudinal movement sliding beam, the longitudinal movement oil cylinder connected between the longitudinal movement reaction force seat and the transverse movement sliding seat, and the two sides of the bottom of the main beam and the guide beam are arranged The longitudinal movement track of the main beam, the longitudinal movement idler set on the sway slide seat corresponding to the longitudinal movement track of the main beam, and the longitudinal movement device of the outriggers.

所述支腿顶横梁顶面设横移导轨,横移滑座下设限位导轨槽,限位导轨槽与横移导轨之间可相对滑移,但不可脱离。A traversing guide rail is arranged on the top surface of the cross beam on the top of the supporting leg, and a limiting guide rail groove is arranged under the traversing sliding seat, and the limiting guide rail groove and the traversing guide rail can slide relative to each other, but cannot be separated.

所述支腿纵移装置包括设在主梁和导梁下缘两侧的支腿纵移轨道,支腿纵移轨道上设吊挂轮,吊挂轮连接在吊挂臂上,吊挂臂与横移滑座间设置容易拆卸的固定连接,主梁和导梁每侧至少一个吊挂轮的轴上连接驱动电机。The outrigger longitudinal movement device includes outrigger longitudinal movement tracks arranged on both sides of the main girder and the lower edge of the guide beam, and hanging wheels are arranged on the outrigger longitudinal movement tracks, and the hanging wheels are connected to the suspension arm, and the suspension arm An easy-to-detachable fixed connection is provided between the traversing sliding seat, and the drive motor is connected to the shaft of at least one hanging wheel on each side of the main beam and the guide beam.

所述支腿基本节段上部设翼梁,每组中两个只支腿的翼梁通过精轧螺纹粗钢筋对拉,固定连接在墩身上;底节支腿高度调节段固定连接在承台顶固定设置的预埋件上。The upper part of the basic section of the outrigger is provided with a wing beam, and the wing beams of the two outriggers in each group are fixedly connected to the pier through the thick steel bars of fine-rolled threads; the height adjustment section of the bottom section outrigger is fixedly connected to the bearing platform On the embedded parts fixed on the top.

所述前支腿、中支腿和后支腿在纵移前必须横移,横移至其重心与主梁重心距离最小时停止。The front outrigger, the middle outrigger and the rear outrigger must move laterally before the longitudinal movement, and stop when the distance between the center of gravity and the center of gravity of the girder is the minimum.

所述移动模架的主梁携带外模板系统一起在支腿顶横梁上横移,外模板与同侧主梁的相对位置不变。The main beam of the mobile formwork carries the outer formwork system and moves laterally on the top beam of the legs, and the relative position of the outer formwork and the main beam on the same side remains unchanged.

本实用新型所涉及的移动模架具有以下技术特点:The mobile formwork involved in the utility model has the following technical characteristics:

1、纵横移系统构思巧妙,设计合理,集中了主梁升降、纵移、横移和支腿纵移、横移等多种功能,是本实用新型移动模架走行机构的核心;1. The vertical and horizontal moving system is ingenious in conception and reasonable in design. It integrates multiple functions such as main girder lifting, vertical moving, lateral moving, and outrigger vertical and horizontal moving. It is the core of the mobile formwork running mechanism of the utility model;

2、通过前支腿、中支腿和后支腿的相互配合、自行转换,实现了移动模架的走行自动化,不需要额外的起重机械配合倒运,使移动模架的适应能力加强、经济竞争力加大;2. Through the mutual cooperation and automatic conversion of the front outriggers, middle outriggers and rear outriggers, the walking automation of the mobile formwork is realized, and no additional lifting machinery is needed to cooperate with the reverse operation, so that the adaptability of the mobile formwork is strengthened and economical. Increased competitiveness;

3、主梁携带外模板系统一起横移,减少了模板的横移设备,全套移动模架的横移油缸数量减少60%以上;3. The main girder moves laterally with the outer formwork system, which reduces the lateral movement equipment of the formwork, and the number of lateral movement cylinders for a complete set of mobile formwork is reduced by more than 60%;

4、整体脱模、整体合模、无需逐跨逐块调整模板,劳动量减少、工序简化,机械化程度大幅提高;4. Overall demoulding, overall mold closing, no need to adjust the formwork step by step, the labor load is reduced, the process is simplified, and the degree of mechanization is greatly improved;

5、结构对称,既可前进施工,也能后退施工仅需将纵移油缸换至横移滑座的另一侧安装,可避免移动模架在施工现场调头;5. The structure is symmetrical, which can be used for both forward construction and backward construction. It is only necessary to change the longitudinal movement oil cylinder to the other side of the transverse movement slide seat for installation, which can avoid the U-turn of the mobile formwork at the construction site;

6、支腿结构通过精轧螺纹粗钢筋对拉形成抱箍附着在墩身上,稳定可靠,自重轻,承载力强。6. The outrigger structure is attached to the pier body by pulling the fine-rolled thick steel bars to form a hoop, which is stable and reliable, with light weight and strong bearing capacity.

附图说明 Description of drawings

图1移动模架立面图。Figure 1 Elevation view of mobile formwork.

图2浇筑状态下移动模架结构断面图。Fig. 2 The cross-sectional view of the mobile formwork structure in the pouring state.

图3主梁横移后过孔状态下移动模架结构断面图。Fig. 3 is a cross-sectional view of the mobile formwork structure in the state of passing through holes after the main beam has moved laterally.

图4支腿横移后纵移状态下移动模架结构断面图。Figure 4 is a cross-sectional view of the structure of the mobile formwork in the state of vertical movement after the outriggers have moved laterally.

图5移动模架纵横移系统纵向立面图。Figure 5 is the longitudinal elevation view of the vertical and horizontal movement system of the mobile formwork.

图6移动模架纵横移系统横向断面图。Fig. 6 Transverse sectional view of the vertical and horizontal movement system of the mobile formwork.

图6a移动模架纵横移系统中纵移导轨放大示意图。Fig. 6a is an enlarged schematic diagram of the vertical movement guide rail in the vertical and horizontal movement system of the mobile formwork.

图中:1为主梁,2为导梁,3为内模系统,4为翼板模系统,5为侧模系统,6为底模系统,7为前支腿,8为中支腿,9为后支腿,10为纵横移系统,11为纵移托辊,12为纵移油缸,13为纵移滑梁,13-1为连接孔,14为纵移反力座,15为横移滑座,16为横移油缸,17为横移反力座,18为吊挂轮,19为吊挂臂,20为固定杆,21为竖向油缸,22为支腿顶横梁,22-1为横移导轨,23为限位导轨槽,24为驱动电机,25为主梁纵移轨道,26为支腿纵移轨道,27为支腿基本节段,28为支腿调整节段,29为承台顶预埋件,30为翼梁,31为精轧螺纹粗钢筋,32为混凝土箱梁,34为中墩身,35为后墩身,36为承台In the figure: 1 is the main beam, 2 is the guide beam, 3 is the inner formwork system, 4 is the wing plate formwork system, 5 is the side formwork system, 6 is the bottom formwork system, 7 is the front outrigger, 8 is the middle outrigger, 9 is the rear leg, 10 is the vertical and horizontal moving system, 11 is the vertical moving idler, 12 is the vertical moving oil cylinder, 13 is the vertical moving sliding beam, 13-1 is the connection hole, 14 is the vertical moving reaction seat, and 15 is the horizontal Sliding seat, 16 is a horizontal movement oil cylinder, 17 is a horizontal movement reaction force seat, 18 is a suspension wheel, 19 is a suspension arm, 20 is a fixed rod, 21 is a vertical oil cylinder, 22 is a supporting leg top beam, 22- 1 is the traverse guide rail, 23 is the limit guide rail groove, 24 is the driving motor, 25 is the vertical movement track of the main beam, 26 is the vertical movement track of the outrigger, 27 is the basic section of the outrigger, and 28 is the adjustment section of the outrigger. 29 is the pre-embedded part of the cap, 30 is the wing beam, 31 is the fine-rolled thick steel bar, 32 is the concrete box girder, 34 is the middle pier body, 35 is the rear pier body, and 36 is the cap

具体实施方式 Detailed ways

如图1所示,在后墩身35和中墩身34之间已浇筑的混凝土箱梁32,混凝土箱梁下方、墩身两侧的两根主梁1,安装在主梁1两端的导梁2(为前导梁和后导梁),内模系统3(图2中),安装在主梁1上的翼板模系统4、侧模系统5、底模系统6,布置在导梁2下方的两只前支腿7,布置在主梁1前端下方的两只中支腿8,布置在主梁1后端下方的两只后支腿9,以及布置在主梁1和各支腿之间的纵横移系统10。As shown in Figure 1, the concrete box girder 32 that has been poured between the rear pier body 35 and the middle pier body 34, the two main beams 1 below the concrete box girder and on both sides of the pier body, and the guide rails installed at both ends of the main girder 1 Beam 2 (front guide beam and rear guide beam), internal formwork system 3 (in Figure 2), wing plate formwork system 4, side formwork system 5, and bottom formwork system 6 installed on the main beam 1 are arranged on the guide beam 2 The two front outriggers 7 below, the two middle outriggers 8 arranged under the front end of the main beam 1, the two rear outriggers 9 arranged under the rear end of the main beam 1, and the main beam 1 and each outrigger Between vertical and horizontal shift system 10.

如图2所示,以中支腿上的结构进行说明,前支腿和后支腿的结构与中支腿上的结构相同。中墩身34两侧各布置一根中支腿,中支腿包括顶部的支腿基本节段27,与支腿基本节段27下部连接的支腿高度调整节段28(支腿高度调整节段的数量依据施工要求而定);支腿基本节段27上部设支腿顶横梁22;中支腿固定支承在承台顶预埋件29上,两个中支腿上部设翼梁30(图5中),两只支腿顶的翼梁30通过精轧螺纹粗钢筋31(图6中)对拉固定在墩身上。As shown in FIG. 2 , the structure on the middle leg is used for illustration, and the structures of the front leg and the rear leg are the same as those on the middle leg. A middle leg is respectively arranged on both sides of the middle pier body 34. The middle leg includes the top leg basic segment 27, and the leg height adjustment segment 28 (leg height adjustment segment) connected to the bottom of the leg basic segment 27. The number of sections depends on the construction requirements); the upper part of the basic section 27 of the outrigger is provided with a top beam 22; Among Fig. 5), the wing spar 30 of two outrigger tops is fixed on the body of pier by pull-up thread thick steel bar 31 (in Fig. 6).

中支腿中设纵横移系统和主梁和导梁升降装置,纵横移系统包括横移装置和纵移装置。The vertical and horizontal movement system and the main beam and guide beam lifting device are arranged in the middle leg, and the vertical and horizontal movement system includes a transverse movement device and a longitudinal movement device.

横移装置如图6所示,它包括与支腿顶横梁22连接的横移滑座15,横移滑座15与支腿顶横梁22之间连接横移动力装置,横移滑座15上部安装纵移托辊11和吊挂轮18,分别与主梁纵移轨道25和支腿纵移轨道26接触连接。横移动力装置包括与支腿顶横梁22连接的横移反力座17,横移反力座17与横移滑座15之间连接横移油缸16。As shown in Figure 6, the traversing device includes a traversing slide 15 connected to the top beam 22 of the outrigger, and a traversing power device is connected between the traversing slide 15 and the top beam 22 of the outrigger, and the upper part of the traversing slide 15 The vertical moving idler roller 11 and the hanging wheel 18 are installed, and are connected with the main beam longitudinal moving track 25 and the supporting leg longitudinal moving track 26 respectively. The traversing power device includes a traversing reaction force seat 17 connected to the top beam 22 of the outrigger, and a traversing oil cylinder 16 is connected between the traversing reaction force seat 17 and the traversing sliding seat 15 .

如图5所示,支腿顶横梁22顶面设横移导轨22-1,横移滑座15下设限位导轨槽23,限位导轨槽23与横移导轨22-1间预留数毫米间隙,限位导轨槽23钩住支腿顶横梁22的横移导轨22-1,使横移滑座15与支腿顶横梁22之间仅能相互滑动,不能相互脱开;横移滑座15通过固定杆20固定在支腿上,固定杆20的作用是保证主梁1纵移时横移滑座15的稳定;横移滑座15和支腿顶横梁22之间发生相互滑动时,固定杆20应事先拆除。As shown in Figure 5, the top surface of the top crossbeam 22 of the supporting leg is provided with a traverse guide rail 22-1, and the traverse slide seat 15 is provided with a limit guide rail groove 23, and a number is reserved between the limit guide rail groove 23 and the traverse guide rail 22-1. Millimeter gap, the limit guide rail groove 23 hooks the traversing guide rail 22-1 of the top beam 22 of the outrigger, so that the traversing slide seat 15 and the top beam 22 of the outrigger can only slide mutually, and cannot be disengaged from each other; The seat 15 is fixed on the legs through the fixed rod 20, and the function of the fixed rod 20 is to ensure the stability of the traversing slide seat 15 when the main beam 1 moves vertically; , the fixed rod 20 should be removed in advance.

如图6a所示,横移滑座15上部安装纵移托辊11和吊挂轮18,分别与主梁纵移轨道25和支腿纵移轨道26接触连接;As shown in Figure 6a, the upper part of the traversing slide 15 is equipped with a longitudinal idler 11 and a suspension wheel 18, which are respectively connected to the main beam longitudinal movement track 25 and the leg longitudinal movement track 26;

纵移装置如图5所示,它包括主梁和导梁下设的纵移滑梁13(纵移滑梁13设在主梁和导梁下底面的中部,如图6中所示),纵移滑梁13上连接可移动的纵移反力座14,纵移反力座14与横移滑座15之间连接纵移油缸12;纵移滑梁13上间隔设一排连接孔13-1,纵移反力座14通过螺栓与连接孔13-1连接,纵移反力座14通过与不同的连接孔连接实现主梁和导梁的间隔式纵向移动。主梁纵移轨道25设在主梁和导梁底部的两侧(图6),横移滑座15上设置纵移托辊11,纵移托辊11与主梁纵移轨道25接触(图6a)。The vertical moving device is as shown in Figure 5, and it comprises the vertical sliding beam 13 (the vertical sliding beam 13 is arranged on the middle part of the main beam and the lower bottom surface of the guiding beam, as shown in Figure 6) under the main beam and the guide beam, The longitudinal sliding beam 13 is connected with a movable vertical moving reaction seat 14, and the longitudinal moving oil cylinder 12 is connected between the longitudinal moving reaction seat 14 and the lateral sliding seat 15; a row of connection holes 13 are arranged on the longitudinal sliding beam 13 -1, the longitudinal movement reaction force seat 14 is connected with the connection hole 13-1 through bolts, and the longitudinal movement reaction force seat 14 realizes the spaced longitudinal movement of the main beam and the guide beam by connecting with different connection holes. The main beam longitudinal moving track 25 is arranged on both sides of the main beam and the bottom of the guide beam (Fig. 6a).

如图5及图6a所示,横移滑座15上设置至少4根可拆卸的吊挂臂19,吊挂臂19的上端安装吊挂轮18,吊挂在主梁1下缘两侧的支腿纵移轨道26上;主梁1每侧至少有一个吊挂轮18配备驱动电机24。As shown in Figure 5 and Figure 6a, at least 4 detachable suspension arms 19 are arranged on the traversing slide 15, and suspension wheels 18 are installed on the upper ends of the suspension arms 19, which are suspended on both sides of the lower edge of the main beam 1. The legs move vertically on the track 26; at least one suspension wheel 18 is equipped with a drive motor 24 on each side of the main girder 1.

如图3所示,移动模架脱模并横移到位、纵移过孔的状态。竖向油缸21回缩,主梁下降,外模脱模;主梁下降直至其底部的主梁纵移轨道25接触纵移托辊11,启动横移油缸16,拉动横移滑座15,带动主梁和外模板向一侧横移;此过程中,翼板模系统4、侧模系统5、底模系统6与其同侧的主梁1相对位置不变。横移到位后,底模已完全移出墩身范围,此时主梁1可以纵移。As shown in Figure 3, the mobile formwork is removed from the mold, moved laterally to the position, and vertically moved through the hole. The vertical oil cylinder 21 retracts, the main girder descends, and the outer mold is demoulded; the main girder descends until the main girder longitudinal movement track 25 at the bottom contacts the longitudinal movement idler 11, starts the transverse movement oil cylinder 16, pulls the transverse movement slide 15, and drives The main beam and the outer formwork move laterally to one side; during this process, the relative positions of the wing plate formwork system 4, side formwork system 5, bottom formwork system 6 and the main beam 1 on the same side remain unchanged. After the lateral movement is in place, the bottom mold has completely moved out of the range of the pier body, and now the main girder 1 can be moved longitudinally.

如图4,中支腿横移到位、进行纵移的状态。此时要移动的支腿与承台脱离,通过横移滑座15上的吊挂臂19和吊挂轮18吊挂在移动模架主梁下缘两侧的支腿纵移轨道26上,主梁纵移轨道25与纵移托辊11处于脱离状态,开启横移油缸16,推动支腿向外侧横移,直至支腿重心接近主梁重心,避免偏心吊重造成主梁两侧的吊挂轮18受力不均匀,此时开启吊挂轮18上安装的驱动电机24(图6a),支腿即可在支腿纵移轨道26上纵移。As shown in Figure 4, the middle outrigger is in the state of moving laterally and moving vertically. At this time, the supporting leg to be moved is separated from the bearing platform, and is hung on the vertical moving track 26 of the supporting leg on both sides of the lower edge of the main beam of the mobile formwork through the hanging arm 19 and the hanging wheel 18 on the traversing slide 15. The main beam longitudinal moving track 25 and the longitudinal moving idler 11 are in a disengaged state. Turn on the traversing oil cylinder 16 to push the outriggers to move laterally until the center of gravity of the outriggers is close to the center of gravity of the main girder, so as to avoid the hanging on both sides of the main girder caused by eccentric lifting. The hanging wheel 18 is unevenly stressed, and now the driving motor 24 ( FIG. 6 a ) installed on the hanging wheel 18 is opened, and the supporting leg can move longitudinally on the supporting leg longitudinal moving track 26 .

主梁升降的方法是:将所述前支腿7、中支腿8、后支腿9等三组支腿中的两组顶部横移滑座15上的8台竖向油缸21同步顶升,则主梁上升,此8台竖向油缸21同步回缩,则主梁下降直至落在纵移托辊11上。The main girder lifting method is: synchronously jack up the 8 vertical oil cylinders 21 on the top traversing slides 15 of the three groups of front legs 7, middle legs 8, and rear legs 9. , then the main girder rises, and these 8 vertical oil cylinders 21 retract synchronously, then the main girder descends until it falls on the longitudinal moving idlers 11.

主梁纵移的方法是:首先将主梁下降,由前支腿7和中支腿8或者前支腿7和后支腿9上的纵移托辊11支承,然后顶伸中支腿8上的纵移油缸12,使主梁纵移;纵移油缸12顶伸至最大行程后,解除纵移反力座14与纵移滑梁13间的临时连接,纵移油缸12的活塞杆携带纵移反力座14缩回,重新将纵移反力座14临时固定在纵移滑梁13上,继续顶伸纵移油缸12,如此反复,直至主梁纵移到位。The method of longitudinal movement of the main girder is: first lower the main girder, supported by the longitudinal moving idlers 11 on the front outrigger 7 and the middle outrigger 8 or the front outrigger 7 and the rear outrigger 9, and then extend the middle outrigger 8 The vertical movement oil cylinder 12 on the top moves the main girder longitudinally; after the longitudinal movement oil cylinder 12 is extended to the maximum stroke, the temporary connection between the longitudinal movement reaction force seat 14 and the longitudinal movement sliding beam 13 is released, and the piston rod of the longitudinal movement oil cylinder 12 carries The vertical movement reaction force seat 14 is retracted, and the longitudinal movement reaction force seat 14 is temporarily fixed on the longitudinal movement sliding beam 13 again, and the top extension longitudinal movement oil cylinder 12 is continued, and so on, until the main beam longitudinally moves in place.

主梁横移的方法是:首先将主梁下降,由中支腿8和后支腿9上的纵移托辊11支承,之后解除左右两侧底模板之间的连接,顶伸横移油缸16至最大行程后,将横移反力座17与支腿顶横梁22临时固定,缩回横移油缸16活塞杆,拉动横移滑座15,带动主梁一起向外侧横移,中支腿8和后支腿9上的横移油缸16要同步操作;活塞杆完全缩回后,解除横移反力座17与支腿顶横梁22之间的临时连接,顶升横移油缸16至最大行程后,横移反力座17与支腿顶横梁22重新固定,横移油缸16回缩,如此反复,直至主梁横移到位。主梁向内侧横移的方法与此相反,横移油缸16变拉为推。The main girder traverse method is as follows: first lower the main girder, supported by the vertical moving rollers 11 on the middle outrigger 8 and the rear outrigger 9, and then release the connection between the bottom formwork on the left and right sides, and extend the lateral movement cylinder 16 to the maximum stroke, temporarily fix the lateral movement reaction seat 17 and the top beam 22 of the outrigger, retract the piston rod of the lateral movement cylinder 16, pull the lateral movement slide seat 15, and drive the main beam to laterally move outward together, and the middle leg 8 and the traversing cylinder 16 on the rear outrigger 9 should be operated synchronously; after the piston rod is fully retracted, the temporary connection between the traversing reaction force seat 17 and the top beam 22 of the outrigger is released, and the traversing cylinder 16 is lifted to the maximum After the stroke, the traversing reaction force seat 17 and the top beam 22 of the supporting legs are fixed again, and the traversing oil cylinder 16 retracts, and so on, until the main beam is traversing in place. The method of girder traversing inboard is opposite to this, and traversing oil cylinder 16 changes and pulls and pushes.

支腿升降的方法是:以中支腿8升降为例,首先解除中支腿8与承台顶预埋件29间的连接,安装中支腿8顶部横移滑座15上的吊挂臂19及吊挂轮18,确认前支腿7和后支腿9顶部横移滑座15上的吊挂臂19及吊挂轮18处于拆除状态后,同步顶升前支腿7和后支腿9上的竖向油缸21,使主梁上升,通过吊挂轮18、横移滑座15带动中支腿8上升,与承台顶预埋件29脱离;前支腿7和后支腿9上的竖向油缸21同步回缩,则中支腿8下降。The method of raising and lowering the outriggers is as follows: taking the lifting of the middle outrigger 8 as an example, first remove the connection between the middle outrigger 8 and the embedded part 29 on the top of the platform, and install the hanging arm on the top of the middle outrigger 8 on the sliding seat 15 19 and the hanging wheel 18, after confirming that the hanging arm 19 and the hanging wheel 18 on the top traversing slide 15 of the front outrigger 7 and the rear outrigger 9 are in the dismantled state, synchronously lift the front outrigger 7 and the rear outrigger The vertical oil cylinder 21 on the 9 makes the main girder rise, and the middle leg 8 is driven up by the hanging wheel 18 and the traversing slide 15, and is separated from the embedded part 29 of the bearing platform top; the front leg 7 and the rear leg 9 The upper vertical oil cylinder 21 retracts synchronously, and then the middle leg 8 descends.

支腿横移的方法是:以中支腿8纵移为例,首先按前述方法将中支腿8升起,与承台顶预埋件29脱离,之后顶推横移油缸16,使支腿向外侧横移,直至支腿的重心靠近主梁的重心;支腿向内侧横移时,横移油缸16变推为拉。The method for the lateral movement of the outriggers is: taking the longitudinal movement of the middle outrigger 8 as an example, first raise the middle outrigger 8 according to the aforementioned method, and separate it from the embedded part 29 at the top of the platform, and then push the traversing oil cylinder 16 to make the support The leg moves laterally until the center of gravity of the supporting leg is close to the center of gravity of the main beam; when the supporting leg is laterally moving inwardly, the laterally moving oil cylinder 16 changes from pushing to pulling.

支腿纵移的方法是:以中支腿8纵移为例,首先按照前述方法将中支腿8升起、横移至重心接近主梁1重心,开启吊挂轮18上的驱动电机24,使支腿沿支腿纵移轨道26纵向移动。The method for the longitudinal movement of the legs is as follows: taking the longitudinal movement of the middle leg 8 as an example, firstly lift the middle leg 8 according to the aforementioned method, move it laterally until the center of gravity is close to the center of gravity of the main girder 1, and turn on the driving motor 24 on the hanging wheel 18 , so that the legs move longitudinally along the vertical leg track 26 .

Claims (7)

1、一种下行式移动模架,它包括主梁,主梁两端连接的导梁,主梁上设置的模架系统,其特征在于主梁下设三组支腿,所述支腿包括主梁前端和后端下设置的中支腿和后支腿,前导梁靠近主梁下设置的前支腿;中支腿、后支腿和前支腿与主梁和导梁之间设支腿、主梁和导梁的纵横移系统以及主梁和导梁的升降装置。1. A descending mobile formwork, which includes a main beam, a guide beam connected at both ends of the main beam, and a formwork system arranged on the main beam, which is characterized in that three groups of legs are set under the main beam, and the legs include The middle outriggers and rear outriggers set under the front and rear ends of the main girder, and the front outriggers set under the main girder close to the front guide beam; Legs, girders and guide girders for longitudinal and lateral movement, and girder and guide girder lifting devices. 2、如权利要求1所述下行式移动模架,其特征在于所述每组支腿包括两个对称布置、结构相同的支腿;支腿包括顶部的支腿基本节段,与支腿基本节段下部连接的支腿高度调整节段;支腿基本节段上部设支腿顶横梁。2. The downward mobile formwork according to claim 1, characterized in that each group of legs includes two symmetrically arranged legs with the same structure; The outrigger height adjustment segment connected to the lower part of the segment; the upper part of the basic segment of the outrigger is provided with a top cross beam of the outrigger. 3、如权利要求1或2所述下行式移动模架,其特征在于纵横移系统包括以横移滑座为核心的横移装置和纵移装置:所述横移装置包括与支腿顶横梁连接的横移滑座,与支腿顶横梁连接的横移反力座,以及横移反力座与横移滑座之间连接的横移油缸;所述纵移装置包括由固定杆固定连接在支腿顶横梁上的横移滑座,主梁和导梁底部设置的纵移滑梁,纵移滑梁上连接的可移动的纵移反力座,纵移反力座与横移滑座之间连接的纵移油缸,主梁和导梁底部两边设置的主梁纵移轨道,横移滑座上对应于主梁纵移轨道设置的纵移托辊,以及支腿纵移装置。3. The downward mobile formwork according to claim 1 or 2, characterized in that the vertical and horizontal movement system includes a transverse movement device and a longitudinal movement device with the transverse movement slide seat as the core: the transverse movement device comprises The connected traversing sliding seat, the traversing reaction force seat connected with the top beam of the outrigger, and the traversing oil cylinder connected between the traversing reaction force seat and the traversing sliding seat; The traversing sliding seat on the beam on the top of the outrigger, the longitudinal sliding beam installed on the bottom of the main beam and the guide beam, the movable longitudinal moving reaction seat connected to the longitudinal moving sliding beam, the longitudinal moving reaction seat and the transverse sliding slide The vertical movement oil cylinder connected between the seats, the main beam longitudinal movement track arranged on both sides of the main beam and the bottom of the guide beam, the longitudinal movement idler set on the traverse slide seat corresponding to the main beam longitudinal movement track, and the outrigger longitudinal movement device. 4、如权利要求3所述下行式移动模架,其特征在于支腿顶横梁顶面设横移导轨,横移滑座下设限位导轨槽,限位导轨槽与横移导轨之间可相对滑移,但不可脱离。4. The downward moving formwork according to claim 3, characterized in that the top surface of the top beam of the leg is provided with a traversing guide rail, and the traversing slide seat is provided with a limit guide rail groove, and the distance between the limit guide rail groove and the traversing guide rail can be Relatively sliding, but not detachable. 5、如权利要求3所述下行式移动模架,其特征在于所述支腿纵移装置包括设在主梁和导梁下缘两侧的支腿纵移轨道,支腿纵移轨道上设吊挂轮,吊挂轮连接在吊挂臂上,吊挂臂与横移滑座间设置容易拆卸的固定连接,主梁和导梁每侧至少一个吊挂轮的轴上连接驱动电机。5. The downward mobile formwork according to claim 3, characterized in that the outrigger longitudinal movement device includes outrigger longitudinal movement tracks arranged on both sides of the main beam and the lower edge of the guide beam, and the outrigger longitudinal movement track is provided with Suspension wheels, the suspension wheels are connected to the suspension arm, and an easily detachable fixed connection is arranged between the suspension arm and the traversing sliding seat, and the shaft of at least one suspension wheel on each side of the main beam and the guide beam is connected with a driving motor. 6、如权利要求1或2所述下行式移动模架,其特征在于支腿基本节段上部设翼梁,每组中两个只支腿的翼梁通过精轧螺纹粗钢筋对拉,固定连接在墩身上;底节支腿高度调节段固定连接在承台顶固定设置的预埋件上。6. The descending mobile formwork according to claim 1 or 2, characterized in that a wing beam is arranged on the upper part of the basic section of the legs, and the wing beams of the two legs in each group are pulled and fixed by thick steel bars with fine-rolled threads. It is connected to the pier body; the height adjustment section of the outrigger of the bottom section is fixedly connected to the embedded part fixedly arranged on the top of the cap. 7、如权利要求3所述下行式移动模架,其特征在于主梁和导梁的升降装置包括设在横移滑座上与主梁底面之间的升降油缸。7. The downward movable formwork according to claim 3, characterized in that the elevating device of the main beam and the guide beam includes a lifting oil cylinder arranged between the traversing sliding seat and the bottom surface of the main beam.
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WO2010015178A1 (en) * 2008-08-06 2010-02-11 中铁大桥局股份有限公司 Upper-bearing typed movable formwork
CN101581073B (en) * 2008-07-10 2011-08-17 中铁大桥局股份有限公司 Downlink movable mould frame and walking method thereof
CN102587290A (en) * 2012-02-29 2012-07-18 中铁一局集团有限公司 Movable formwork for construction of large-span continuous beam and construction method
CN105178187A (en) * 2015-06-24 2015-12-23 镇江佳鑫精工设备有限公司 Truss horizontal moving type mould
CN107090779A (en) * 2017-06-14 2017-08-25 山东恒堃机械有限公司 A kind of mobile formwork front leg strut running gear
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* Cited by examiner, † Cited by third party
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CN101581073B (en) * 2008-07-10 2011-08-17 中铁大桥局股份有限公司 Downlink movable mould frame and walking method thereof
WO2010015178A1 (en) * 2008-08-06 2010-02-11 中铁大桥局股份有限公司 Upper-bearing typed movable formwork
CN102587290A (en) * 2012-02-29 2012-07-18 中铁一局集团有限公司 Movable formwork for construction of large-span continuous beam and construction method
CN102587290B (en) * 2012-02-29 2013-10-23 中铁一局集团有限公司 Movable formwork for construction of large-span continuous beam and construction method
CN105178187A (en) * 2015-06-24 2015-12-23 镇江佳鑫精工设备有限公司 Truss horizontal moving type mould
CN107090779A (en) * 2017-06-14 2017-08-25 山东恒堃机械有限公司 A kind of mobile formwork front leg strut running gear
CN107090782A (en) * 2017-06-20 2017-08-25 山东恒堃机械有限公司 A kind of multipurpose supporting leg
CN107829374A (en) * 2017-12-13 2018-03-23 中国铁建大桥工程局集团有限公司 Highway prestress concrete box girder mobile formwork and construction method of encorbelmenting
CN107829374B (en) * 2017-12-13 2023-06-09 中国铁建大桥工程局集团有限公司 Construction Method of Mobile Formwork and Cantilever of Highway Prestressed Concrete Box Girder
CN110117933A (en) * 2018-02-06 2019-08-13 广东省基础工程集团有限公司 A kind of beam sections pier top cast-in-situ moving mold frame

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Assignee: No. 5 Enginering Co., Ltd. Of China Zhongtie Major Bridge Engineering

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Denomination of utility model: Double line box girder downward mobile formwork bridge fabrication machine and construction method thereof

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