CN201261866Y - Downward mobile formwork - Google Patents
Downward mobile formwork Download PDFInfo
- 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
- Authority
- CN
- China
- Prior art keywords
- outrigger
- traversing
- main beam
- longitudinal
- main girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
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
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
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
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
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
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
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
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
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
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
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
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
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
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
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
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200684646U CN201261866Y (en) | 2008-07-11 | 2008-07-11 | Downward mobile formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008200684646U CN201261866Y (en) | 2008-07-11 | 2008-07-11 | Downward mobile formwork |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201261866Y true CN201261866Y (en) | 2009-06-24 |
Family
ID=40808340
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008200684646U Expired - Lifetime CN201261866Y (en) | 2008-07-11 | 2008-07-11 | Downward mobile formwork |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201261866Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| 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 |
| 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 |
-
2008
- 2008-07-11 CN CNU2008200684646U patent/CN201261866Y/en not_active Expired - Lifetime
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101581073B (en) | Downlink movable mould frame and walking method thereof | |
| CN201261866Y (en) | Downward mobile formwork | |
| CN209988965U (en) | Automatic hoisting equipment for sleeper mold in and out of kiln | |
| CN106120563B (en) | Construction method based on Combined movable mould bases cast-in-situ box girder | |
| CN108442255B (en) | Movable formwork bridge fabrication machine and construction method for cast-in-situ bridge fabrication | |
| CN102094392B (en) | Lower supported hanging basket in bridge construction and application thereof | |
| CN111022079A (en) | Trestle type full-section inverted arch two-lining trolley equipment and construction method thereof | |
| CN105648908A (en) | Decorating trolley used for crossing existing lines or crossing bridges and construction method | |
| CN106593469A (en) | Trolley for construction of inverted arch | |
| CN102225580B (en) | Method for longitudinally moving box girder internal mold | |
| CN215213527U (en) | Self-propelled hydraulic lifting lining trolley for special-shaped mid-partition wall of multi-arch tunnel | |
| CN120520173B (en) | Walking method of die carrier shifting trolley | |
| CN112224773A (en) | Multifunctional transport trolley for ballastless track construction | |
| CN205975365U (en) | Cast -in -situ box girder combined type moving die carrier | |
| CN113638312B (en) | Multifunctional bridge guardrail construction trolley | |
| CN211342938U (en) | Trestle type full-section inverted arch two-lining trolley equipment | |
| CN210341680U (en) | Door type corrugated steel web plate installation and overhanging type hanging bracket structure | |
| CN204432482U (en) | Precast concrete block automatic handling device | |
| CN219793657U (en) | Large-tonnage segmental assembling bridge girder erection machine end hanger | |
| CN219788771U (en) | T roof beam integral demoulding structure | |
| CN219032957U (en) | Pier top supporting descending type movable die frame | |
| CN220182010U (en) | System for transversely moving mobile trolley between high-low parallel tracks | |
| CN112320584B (en) | Three-dimensional bridge floor crane for steel box girder and steel box girder hoisting method | |
| CN202055172U (en) | Prefabricated T-beam moving trolley | |
| CN212477430U (en) | Wave form steel web SCC worker method hangs basket with hoisting accessory |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: No. 5 Enginering Co., Ltd. Of China Zhongtie Major Bridge Engineering Assignor: China Zhongtie Major Bridge Engineering Co., Ltd. Contract record no.: 2010420000044 Denomination of utility model: Double line box girder downward mobile formwork bridge fabrication machine and construction method thereof Granted publication date: 20090624 License type: Exclusive License Record date: 20100505 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20090624 Effective date of abandoning: 20080711 |