CN204278196U - A kind of jacking cylinder underneath type prefabricated subsection box girder inner formwork - Google Patents

A kind of jacking cylinder underneath type prefabricated subsection box girder inner formwork Download PDF

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Publication number
CN204278196U
CN204278196U CN201420748693.8U CN201420748693U CN204278196U CN 204278196 U CN204278196 U CN 204278196U CN 201420748693 U CN201420748693 U CN 201420748693U CN 204278196 U CN204278196 U CN 204278196U
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formwork
support
jacking
box girder
jacking cylinder
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CN201420748693.8U
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王祥军
谢亮
杨波
李辉
张悟
蒋平文
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Hunan Wuxin Intelligent Technology Co ltd
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China Railway Wuxin Steel Formwork Co Ltd
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Abstract

一种顶升油缸下置式预制节段箱梁内模,包括顶升油缸、支架、顶模板和侧模板,所述顶模板固定在支架的顶部,所述侧模板对称安装在顶模板的两侧并通过侧向油缸支撑,所述支架的底部以支架的中轴线为对称轴对称安装有多个顶升油缸,所述顶升油缸支撑在制梁台座或地面上。本装置使用安全方便、脱模简单、整体稳定性好,模板拆装少,操作空间大,有效降低工人劳动强度,提高生产效率。

A prefabricated segmental box girder inner mold with a jacking cylinder under it, including a jacking cylinder, a bracket, a top formwork and a side formwork, the top formwork is fixed on the top of the support, and the side forms are symmetrically installed on both sides of the top formwork And supported by lateral oil cylinders, the bottom of the support is symmetrically installed with a plurality of jacking oil cylinders with the central axis of the support as the symmetrical axis, and the jacking oil cylinders are supported on the beam-making pedestal or the ground. The device is safe and convenient to use, easy to remove from the mold, good overall stability, less disassembly and assembly of the template, and a large operating space, effectively reducing the labor intensity of workers and improving production efficiency.

Description

一种顶升油缸下置式预制节段箱梁内模A prefabricated segmental box girder inner mold with jacking cylinder under it

技术领域 technical field

本实用新型涉及一种顶升油缸下置式预制节段箱梁内模。 The utility model relates to an inner mold of a prefabricated segmental box girder with a lower lifting oil cylinder.

背景技术 Background technique

目前,预制节段梁箱梁在国内得到较为广泛的运用。现有技术预制节段箱梁内模多采用顶升油缸上置,顶模板单独下降,侧模板往内横移的结构。但该结构复杂、支撑螺杆多、模板拆装困难且操作空间受到很大的限制,耗费人力物力,且工作效率低。 At present, prefabricated segmental girder box girders are widely used in China. In the prior art, the internal formwork of the prefabricated segmental box girder mostly adopts the structure that the jacking cylinder is placed on top, the top formwork is lowered separately, and the side formwork is moved laterally inward. However, the structure is complicated, there are many supporting screws, the formwork is difficult to disassemble and assemble, and the operating space is greatly limited, which consumes manpower and material resources, and the work efficiency is low.

实用新型内容 Utility model content

本实用新型克服现有技术的不足而提供一种使用安全方便、脱模简单、整体稳定性好,模板拆装少,操作空间大,有效降低工人劳动强度,提高生产效率的顶升油缸下置式预制节段箱梁内模。 The utility model overcomes the deficiencies of the prior art and provides a bottom-mounted jacking cylinder with safe and convenient use, simple demoulding, good overall stability, less disassembly and assembly of the template, and a large operating space, which effectively reduces the labor intensity of workers and improves production efficiency. Prefabricated segmental box girder internal formwork.

一种顶升油缸下置式预制节段箱梁内模,包括顶升油缸、支架、顶模板和侧模板,所述顶模板固定在支架的顶部,所述侧模板对称安装在顶模板的两侧并通过侧向油缸支撑,所述支架的底部以支架的中轴线为对称轴对称安装有多个顶升油缸,所述顶升油缸支撑在制梁台座或地面上。 A prefabricated segmental box girder inner mold with a jacking cylinder under it, including a jacking cylinder, a bracket, a top formwork and a side formwork, the top formwork is fixed on the top of the support, and the side forms are symmetrically installed on both sides of the top formwork And supported by lateral oil cylinders, the bottom of the support is symmetrically installed with a plurality of jacking oil cylinders with the central axis of the support as the symmetrical axis, and the jacking oil cylinders are supported on the beam-making pedestal or the ground.

所述支架的底部以支架的中轴线为对称轴对称安装有多个可调节高度的支撑腿,使得顶升油缸支撑到位后,让可调节支撑腿承受施工中载荷,保证顶升油缸在混凝土浇筑过程中不受力。 The bottom of the support is symmetrically installed with a plurality of height-adjustable support legs with the central axis of the support as the symmetry axis, so that after the jacking cylinder is supported in place, the adjustable support legs can bear the load during construction, ensuring that the jacking cylinder can be used in concrete pouring. No force during the process.

所述支架的底部安装有滚轮组,与所述滚轮组对应位置的地面上安装有轨道,所述滚轮组安装在所述轨道上。 A roller set is installed on the bottom of the support, and a track is installed on the ground corresponding to the roller set, and the roller set is installed on the track.

所述侧模板铰接在所述顶模板的两侧,所述侧模板可在所述侧向油缸的带动下收缩和撑开。 The side templates are hinged on both sides of the top template, and the side templates can be contracted and stretched under the drive of the lateral oil cylinder.

所述支架包括底部支架和顶部支架,所述顶模板固定在顶部支架上,所述顶部支架与侧模板上安装有相对应的伸缩撑杆固定点,所述伸缩撑杆用于将侧模板的位置固定。 The support includes a bottom support and a top support, the top formwork is fixed on the top support, and the top support and the side formwork are equipped with corresponding telescopic stay fixing points, and the telescopic stay is used to connect the side formwork The position is fixed.

由于采用上述结构,本实用新型将顶升油缸安装在支架底部,减少了内腔安装顶升油缸以及顶模板单独下降的空间,使操作空间变大了。顶模板与侧模板之间铰接连接,通过油缸控制侧模板的收缩,脱模简便,并节省拆除顶模板与侧模板的时间,同时在底部支架上还安装有可调节支撑腿,承受梁段浇注时产生的载荷保证油缸在梁段浇注时不受力,保护顶升油缸:顶模板直接安装固定在顶部支架上,使模板与支架形成整体,有效保证了内模操作空间;伸缩撑杆安装于顶部支架与侧模板之间,控制模板截面尺寸,并将施工载荷传递至顶部支架上;支撑撑杆安装于顶部支架最前端,用于支撑顶部支架并将施工载荷传递至底模上;底部支架下还安装有滚轮,用于梁段预制完成后,在外部牵引下通过轨道将内模移出制梁台位。综上所述,本实用新型具有脱模简单,模板拆装少,操作空间大,使用方便等优点。 Due to the adoption of the above structure, the utility model installs the jacking oil cylinder at the bottom of the bracket, which reduces the space for installing the jacking oil cylinder in the inner cavity and the separate lowering of the top template, so that the operating space becomes larger. The hinged connection between the top formwork and the side formwork, the shrinkage of the side formwork is controlled by the oil cylinder, the demoulding is simple, and saves the time of dismantling the top formwork and side formwork. At the same time, adjustable support legs are installed on the bottom bracket to withstand beam pouring The load generated at the time ensures that the oil cylinder is not stressed when the beam section is poured, and protects the jacking cylinder: the top formwork is directly installed and fixed on the top bracket, so that the formwork and the support form an integral body, effectively ensuring the operation space of the inner mold; the telescopic support rod is installed on the Between the top bracket and the side formwork, the section size of the formwork is controlled and the construction load is transferred to the top bracket; the support strut is installed at the front end of the top bracket to support the top bracket and transfer the construction load to the bottom form; the bottom bracket There are also rollers installed below, which are used to move the inner mold out of the beam-making platform through the track under the external traction after the prefabrication of the beam section is completed. In summary, the utility model has the advantages of simple demoulding, less disassembly and assembly of templates, large operating space, and convenient use.

附图说明 Description of drawings

图1为本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.

图2为本实用新型的可调支撑腿和滚轮组的结构示意图。 Fig. 2 is a structural schematic diagram of the adjustable support leg and roller set of the present invention.

图3为本实用新型收模状态结构示意图。 Fig. 3 is a schematic diagram of the structure of the utility model in the mold closing state.

图4为本实用新型的侧面视图。 Fig. 4 is a side view of the utility model.

图中:1-顶升油缸,2-底部支架,3-顶模板,4-顶部支架,5-侧向油缸,6-侧模板,7-伸缩撑杆,8-支撑撑杆,9-轨道,10-可调节支撑腿,11-滚轮,12-底模。 In the figure: 1-jacking cylinder, 2-bottom bracket, 3-top formwork, 4-top support, 5-side cylinder, 6-side formwork, 7-telescopic strut, 8-support strut, 9-track , 10-adjustable support legs, 11-rollers, 12-bottom mold.

具体实施方式 detailed description

下面结合附图对本实用新型的实施方式作进一步的说明。 Embodiments of the present utility model will be further described below in conjunction with the accompanying drawings.

如图1至4所示,一种顶升油缸下置式预制节段箱梁内模,包括顶升油缸1、支架、顶模板3,所述支架包括顶部支架4和底部支架2。顶升油缸1安装固定在底部支架2上,顶模板3安装固定在顶部支架4上,其中顶部支架4上安装有承受工作载荷的支撑撑杆8,如图4所示,支撑撑杆8是设置在顶部支架4和底模12之间支撑,支撑撑杆8安装于顶部支架4最前端,用于支撑顶部支架4并将施工载荷传递至底模12上,底部支架2上安装有数个足以承受工作状态载荷的可调节支撑腿10和滚轮组11。顶模板3与侧模板6铰接连接,通过侧向油缸5来控制侧模板6的收缩。箱梁内腔安装有增加内模刚度的可拆卸的伸缩撑杆7,滚轮组11下方沿纵向方向设置至少两排脱模轨道9。 As shown in FIGS. 1 to 4 , a prefabricated segmental box girder inner mold with a jacking cylinder under it includes a jacking cylinder 1 , a bracket, and a top formwork 3 , and the bracket includes a top bracket 4 and a bottom bracket 2 . The jacking cylinder 1 is installed and fixed on the bottom bracket 2, and the top formwork 3 is installed and fixed on the top bracket 4, wherein the top bracket 4 is equipped with a support strut 8 to bear the working load, as shown in Figure 4, the support strut 8 is It is arranged to support between the top bracket 4 and the bottom mold 12. The support struts 8 are installed at the front end of the top bracket 4 for supporting the top bracket 4 and transferring the construction load to the bottom mold 12. The bottom bracket 2 is equipped with several sufficient The adjustable support leg 10 and the roller set 11 that bear the load of the working state. The top formwork 3 is hingedly connected with the side formwork 6, and the shrinkage of the side formwork 6 is controlled by a lateral oil cylinder 5. The inner chamber of the box girder is equipped with a detachable telescopic strut 7 that increases the rigidity of the inner mold, and at least two rows of demoulding tracks 9 are arranged longitudinally below the roller group 11 .

本实用新型立模时,先通过液压系统控制顶升油缸1,伸出顶升油缸1的活塞杆将底部支架2顶升到位,安装支撑撑杆8,使顶模板3达到施工要求。再调节可调节支撑腿10,让可调节支撑腿10承受施工中载荷,保证顶升油缸1不受力。然后通过液压系统控制侧向油缸5将侧模板6调整到位,安装伸缩撑杆7,以固定模板位置,加强模板刚度。此时内模处于完全伸张的状态,保持这个状态即可进行混凝土浇筑,如图1与图2所示。 When the utility model is erected, the jacking cylinder 1 is first controlled by the hydraulic system, and the piston rod of the jacking cylinder 1 is stretched out to lift the bottom support 2 into place, and the supporting struts 8 are installed to make the top formwork 3 meet the construction requirements. Then adjust the adjustable support leg 10 to allow the adjustable support leg 10 to bear the load during construction to ensure that the jacking cylinder 1 is not stressed. Then the lateral cylinder 5 is controlled by the hydraulic system to adjust the side formwork 6 in place, and the telescopic strut 7 is installed to fix the position of the formwork and strengthen the rigidity of the formwork. At this time, the inner mold is in a fully stretched state, and the concrete can be placed in this state, as shown in Figure 1 and Figure 2.

本实用新型收模时,先拆除伸缩撑杆7与支撑撑杆8,通过液压系统控制侧向油缸5将侧模板6收拢。再调节可调节支撑腿10,通过液压系统控制顶升油缸1,使顶升油缸1活塞杆收缩,内模整体下降至设计高度。如图3所示,收缩模板完成后,通过外部卷扬机牵引即可将内模从已浇注好的预制梁段移出。 When the utility model closes the mold, the telescopic struts 7 and the support struts 8 are first removed, and the side formwork 6 is folded in by controlling the lateral oil cylinder 5 through the hydraulic system. Then adjust the adjustable support leg 10, and control the jacking cylinder 1 through the hydraulic system, so that the piston rod of the jacking cylinder 1 shrinks, and the inner mold as a whole drops to the design height. As shown in Figure 3, after the shrinking formwork is completed, the inner formwork can be removed from the poured prefabricated beam section by pulling the external hoist.

Claims (5)

1.一种顶升油缸下置式预制节段箱梁内模,包括顶升油缸、支架、顶模板和侧模板,所述顶模板固定在支架的顶部,所述侧模板对称安装在顶模板的两侧并通过侧向油缸支撑,其特征在于:所述支架的底部以支架的中轴线为对称轴对称安装有多个顶升油缸,所述顶升油缸支撑在制梁台座或地面上。1. a kind of jacking oil cylinder lower set type prefabricated segmental box girder internal mold, comprises jacking oil cylinder, support, top formwork and side formwork, described top formwork is fixed on the top of support, and described side formwork is symmetrically installed on the top formwork Both sides are supported by lateral oil cylinders, and the feature is that: the bottom of the support is symmetrically installed with a plurality of jacking cylinders with the central axis of the support as the symmetry axis, and the jacking cylinders are supported on the beam-making pedestal or the ground. 2.根据权利要求1所述的顶升油缸下置式预制节段箱梁内模,其特征在于:所述支架的底部以支架的中轴线为对称轴对称安装有多个可调节高度的支撑腿,使得顶升油缸支撑到位后,通过可调节支撑腿承受施工中载荷。2. The inner mold of the prefabricated segmental box girder under the jacking cylinder according to claim 1, characterized in that: the bottom of the bracket is symmetrically mounted with a plurality of height-adjustable support legs with the central axis of the bracket as the symmetrical axis , so that after the jacking cylinder is supported in place, it can bear the load during construction through the adjustable support legs. 3.根据权利要求1或2所述的顶升油缸下置式预制节段箱梁内模,其特征在于:所述支架的底部安装有滚轮组,与所述滚轮组对应位置的地面上安装有轨道,所述滚轮组安装在所述轨道上。3. The inner mold of prefabricated segmental box girder under the jacking cylinder according to claim 1 or 2, characterized in that: a roller set is installed on the bottom of the support, and a roller set is installed on the ground corresponding to the roller set. track, and the roller set is installed on the track. 4.根据权利要求3所述的顶升油缸下置式预制节段箱梁内模,其特征在于:所述侧模板铰接在所述顶模板的两侧,所述侧模板可在所述侧向油缸的带动下收缩和撑开。4. The inner formwork of the prefabricated segmental box girder under the jacking cylinder according to claim 3, characterized in that: the side formwork is hinged on both sides of the top formwork, and the side formwork can Driven by the oil cylinder, it shrinks and expands. 5.根据权利要求4所述的顶升油缸下置式预制节段箱梁内模,其特征在于:所述支架包括底部支架和顶部支架,所述顶模板固定在顶部支架上,所述顶部支架与侧模板上安装有相对应的伸缩撑杆固定点,所述伸缩撑杆用于将侧模板的位置固定。5. The inner mold of prefabricated segmental box girder under the jacking cylinder according to claim 4, characterized in that: the support includes a bottom support and a top support, the top formwork is fixed on the top support, and the top support Corresponding telescopic strut fixing points are installed on the side formwork, and the telescopic strut is used to fix the position of the side formwork.
CN201420748693.8U 2014-12-03 2014-12-03 A kind of jacking cylinder underneath type prefabricated subsection box girder inner formwork Expired - Lifetime CN204278196U (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105442454A (en) * 2015-12-24 2016-03-30 湖南中铁五新钢模有限责任公司 Segmented self-traveling type cast-in-place beam hydraulic inner mould and mould erecting and demoulding method thereof
CN105603875A (en) * 2015-12-16 2016-05-25 上海市基础工程集团有限公司 Front-support hanging basket foldable lifting adjusting formwork system used for cable-stayed bridge concrete main girder
CN108004936A (en) * 2017-12-29 2018-05-08 山东博远重工有限公司 Sliding system applied to section box girder small chamber internal model
CN110524687A (en) * 2019-08-13 2019-12-03 中交第四航务工程局有限公司 A kind of immersed tube tunnel inner formwork system and construction method
CN114717940A (en) * 2022-02-21 2022-07-08 中交路桥华东工程有限公司 Movable U-shaped section beam inner mold support

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105603875A (en) * 2015-12-16 2016-05-25 上海市基础工程集团有限公司 Front-support hanging basket foldable lifting adjusting formwork system used for cable-stayed bridge concrete main girder
CN105442454A (en) * 2015-12-24 2016-03-30 湖南中铁五新钢模有限责任公司 Segmented self-traveling type cast-in-place beam hydraulic inner mould and mould erecting and demoulding method thereof
CN108004936A (en) * 2017-12-29 2018-05-08 山东博远重工有限公司 Sliding system applied to section box girder small chamber internal model
CN110524687A (en) * 2019-08-13 2019-12-03 中交第四航务工程局有限公司 A kind of immersed tube tunnel inner formwork system and construction method
CN110524687B (en) * 2019-08-13 2020-09-29 中交第四航务工程局有限公司 An immersed tunnel internal formwork system and construction method
CN114717940A (en) * 2022-02-21 2022-07-08 中交路桥华东工程有限公司 Movable U-shaped section beam inner mold support

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Address after: No. 85, Liyuan Road, Hecheng District, Huaihua City, Hunan Province 410100

Patentee after: Hunan Wuxin Intelligent Technology Co.,Ltd.

Address before: No. 85, Liyuan Road, Hecheng District, Huaihua City, Hunan Province 410100

Patentee before: Hunan China Railway Wuxin Steel Mould Co.,Ltd.

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Granted publication date: 20150422