CN218748426U - Prefabricated form is changed into to cast-in-place T roof beam of bridge superstructure - Google Patents

Prefabricated form is changed into to cast-in-place T roof beam of bridge superstructure Download PDF

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CN218748426U
CN218748426U CN202222826402.XU CN202222826402U CN218748426U CN 218748426 U CN218748426 U CN 218748426U CN 202222826402 U CN202222826402 U CN 202222826402U CN 218748426 U CN218748426 U CN 218748426U
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box body
double
cast
beams
mold
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于洪达
夏欢欢
郑耀强
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Overseas Branch Of Cccc First Public Co Group Co ltd
CCCC First Highway Engineering Co Ltd
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Overseas Branch Of Cccc First Public Co Group Co ltd
CCCC First Highway Engineering Co Ltd
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Abstract

本实用新型公开了一种桥梁上部结构现浇T梁改预制模,涉及T梁预制领域,包括支撑座、底模以及两个侧模,底模固定安装在支撑座的顶部,两个侧模分别与底模的两侧紧密贴合,还包括底箱体以及N组支护单元,所述底箱体的顶部与支撑座的底部固定连接,支护单元包括驱动组件和两组支护架体,本实用新型通过三根双段螺纹杆的同步逆向转动,继而使两侧的T型滑块相互远离,T型滑块的移动带动支护架体和侧模的移动,进而使侧模与凝固的T型梁分离,将侧模移动到一侧,以便于后期通过龙门吊将T型梁吊运至成品区进行存放,从而不需要工人对支护架体和侧模进行拆卸,不仅减少了工人的工作量,还提高了侧模的拆卸效率,给工人的工作带来方便。

Figure 202222826402

The utility model discloses a cast-in-situ T-beam prefabricated mold for bridge superstructure, relates to the field of T-beam prefabrication, and comprises a support base, a bottom mold and two side molds, the bottom mold is fixedly installed on the top of the support base, and the two side molds It is tightly attached to both sides of the bottom mold, and also includes a bottom box body and N sets of support units, the top of the bottom box body is fixedly connected with the bottom of the support seat, and the support unit includes a drive assembly and two sets of support frames Body, the utility model through the synchronous reverse rotation of the three double-segment threaded rods, and then make the T-shaped sliders on both sides away from each other, the movement of the T-shaped sliders drives the movement of the support frame and the side mold, and then makes the side mold and the side mold The solidified T-beam is separated, and the side form is moved to one side, so that the T-beam can be hoisted to the finished product area by a gantry crane for storage in the later stage, so that workers do not need to disassemble the support frame and side form, which not only reduces The workload of the workers is reduced, and the disassembly efficiency of the side form is also improved, which brings convenience to the work of the workers.

Figure 202222826402

Description

桥梁上部结构现浇T梁改预制模Transformation of cast-in-place T-beams into prefabricated formwork for bridge superstructure

技术领域technical field

本实用新型属于T梁预制领域,具体涉及一种桥梁上部结构现浇T梁改预制模。The utility model belongs to the field of T-beam prefabrication, and in particular relates to a cast-in-place T-beam reformation prefabrication form for a bridge superstructure.

背景技术Background technique

T型梁指横截面形式为T型的梁。两侧挑出部分称为翼缘,其中间部分称为梁肋(或腹板)。由于其相当于是将矩形梁中对抗弯强度不起作用的受拉区混凝土挖去后形成的。与原有矩形抗弯强度完全相同外,却既可以节约混凝土,又减轻构件的自重,提高了跨越能力。T-beam refers to a beam whose cross-sectional form is T-shaped. The protruding part on both sides is called the flange, and the middle part is called the beam rib (or web). Because it is equivalent to digging out the concrete in the tension zone of the rectangular beam that does not play a role in the flexural strength. Although the bending strength of the original rectangle is exactly the same, it can not only save concrete, but also reduce the weight of the component and improve the spanning ability.

T梁预制模通常是由底模、端模和侧模组成的,T梁预制过程中,首先需要工人配合起吊设备将底模、端模和侧模拼装完成,之后吊底腹板钢筋,浇筑混凝土,待梁体混凝土凝固,且强度合格后,由工人配合起吊设备逐一将底模、端模和侧模拆除。The T-beam prefabrication formwork is usually composed of bottom formwork, end formwork and side formwork. In the T-beam prefabrication process, workers first need to cooperate with lifting equipment to assemble the bottom formwork, end formwork and side formwork, and then lift the bottom web reinforcement and pour Concrete, after the concrete of the beam body is solidified and the strength is qualified, the workers cooperate with the lifting equipment to remove the bottom formwork, end formwork and side formwork one by one.

由于T型梁具有一定的长度,因此,使用的侧模数量较多,通过工人配合起吊设备对侧模进行拆卸或安装,需要工人先对支架进行拆卸或安装,然后将侧模与起吊设备的吊具连接,通过起吊设备逐一将侧模吊运到一侧,拆装过程中不仅费时费力,拆装效率低,且存在一定的危险性。Since the T-beam has a certain length, the number of side forms used is relatively large. To disassemble or install the side forms through the cooperation of the workers with the lifting equipment, the workers need to first dismantle or install the brackets, and then connect the side forms with the lifting equipment. The hanger is connected, and the side forms are lifted to one side one by one by lifting equipment. The disassembly process is not only time-consuming and laborious, but also has low disassembly efficiency and certain risks.

因此,我们提出一种桥梁上部结构现浇T梁改预制模来解决上述问题。Therefore, we propose a bridge superstructure cast-in-situ T-beam prefabricated mold to solve the above problems.

实用新型内容Utility model content

针对T梁预制模在拆装过程中,由于T型梁具有一定的长度,因此,使用的侧模数量较多,通过工人配合起吊设备对侧模进行拆卸或安装,拆装过程中不仅费时费力,拆装效率低,且存在一定的危险性的问题,本实用新型提供一种桥梁上部结构现浇T梁改预制模。During the disassembly and assembly process of the T-beam prefabricated formwork, since the T-beam has a certain length, the number of side forms used is large, and the side forms are disassembled or installed by workers with lifting equipment. The disassembly process is not only time-consuming and laborious , disassembly efficiency is low, and there is a certain degree of danger. The utility model provides a bridge superstructure cast-in-place T-beam conversion prefabricated formwork.

本实用新型解决其技术问题所采用的方案是:一种桥梁上部结构现浇T梁改预制模,包括支撑座、底模以及两个侧模,底模固定安装在支撑座的顶部,两个侧模分别与底模的两侧紧密贴合,还包括底箱体以及N组支护单元,所述底箱体的顶部与支撑座的底部固定连接。The solution adopted by the utility model to solve the technical problem is: a bridge superstructure cast-in-place T-beam modified prefabricated mold, including a support base, a bottom mold and two side molds, the bottom mold is fixedly installed on the top of the support base, two The side forms are respectively closely attached to both sides of the bottom form, and also include a bottom box body and N sets of support units, and the top of the bottom box body is fixedly connected to the bottom of the support seat.

支护单元包括驱动组件和两组支护架体,支护架体对应侧模设置,其包括底梁、外支撑梁和内接触梁,外支撑梁和内接触梁分别安装在底梁的两端,内接触梁与侧模的竖直段连接,外支撑梁和内接触梁的顶端固定安装有同一个V型梁,V型梁与侧模的倾斜段连接。The supporting unit includes a drive assembly and two sets of supporting frames. The supporting frame is set corresponding to the side formwork, which includes a bottom beam, an outer support beam and an inner contact beam. The outer support beam and the inner contact beam are respectively installed on the two sides of the bottom beam. end, the inner contact beam is connected with the vertical section of the side form, the top of the outer support beam and the inner contact beam is fixedly installed with the same V-shaped beam, and the V-shaped beam is connected with the inclined section of the side form.

驱动组件安装在底箱体内并通过驱动两侧的底梁相互远离或靠近。The drive assembly is installed in the bottom box and drives the bottom beams on both sides away from or close to each other.

作为本实用新型的一种优选技术方案,所述外支撑梁和V型梁之间倾斜安装有加强梁。As a preferred technical solution of the utility model, a reinforcing beam is obliquely installed between the outer supporting beam and the V-shaped beam.

作为本实用新型的一种优选技术方案,所述侧模的两端均固定连接有连接侧边,连接侧边上开设有多个固定孔。As a preferred technical solution of the present invention, both ends of the side form are fixedly connected with connecting sides, and a plurality of fixing holes are opened on the connecting sides.

作为本实用新型的一种优选技术方案,所述驱动组件包括驱动件、双段螺纹杆和两个T型滑块,双段螺纹杆的两端均套装有轴承,两个轴承分别安装在底箱体的两侧壁上,双段螺纹杆的两段螺纹方向相反,双段螺纹杆的两段螺纹分别与两个T型滑块螺纹连接,T型滑块的顶端穿过底箱体顶部开设的滑槽并与底梁固定连接,驱动件安装在底箱体上并能够驱动双段螺纹杆转动。As a preferred technical solution of the present utility model, the drive assembly includes a drive member, a double-segment threaded rod and two T-shaped sliders, both ends of the double-segment threaded rod are fitted with bearings, and the two bearings are respectively installed on the bottom On the two side walls of the box, the two sections of the double-section threaded rod have opposite thread directions, and the two sections of the double-section threaded rod are respectively threaded with two T-shaped sliders, and the top of the T-shaped slider passes through the top of the bottom box. The opened chute is fixedly connected with the bottom beam, and the driving part is installed on the bottom box body and can drive the double-segment threaded rod to rotate.

作为本实用新型的一种优选技术方案,所述驱动件为正反电机,正反电机固定安装在底箱体的外侧面,其输出轴与双段螺纹杆的外端固定连接。As a preferred technical solution of the utility model, the driving part is a positive and negative motor, and the positive and negative motor is fixedly installed on the outer surface of the bottom box, and its output shaft is fixedly connected with the outer end of the double-segment threaded rod.

作为本实用新型的一种优选技术方案,所述驱动件包括链条、正反电机和三个链轮,三个链轮分别套装在三根双段螺纹杆的光轴段,三个链条通过同一根链条传动连接,正反电机安装在底箱体的外侧面,其输出轴与任一根双段螺纹杆的外端固定连接。As a preferred technical solution of the present invention, the driving part includes a chain, a positive and negative motor and three sprockets, and the three sprockets are respectively set on the optical axis sections of three double-segment threaded rods, and the three chains pass through the same Chain drive connection, positive and negative motors are installed on the outer side of the bottom box, and its output shaft is fixedly connected with the outer end of any double-segment threaded rod.

作为本实用新型的一种优选技术方案,所述底梁的底部固定安装有多个移动轮,移动轮与低箱体的顶部接触。As a preferred technical solution of the present invention, a plurality of moving wheels are fixedly installed on the bottom of the bottom beam, and the moving wheels are in contact with the top of the low box body.

与现有技术相比,本实用新型的有益效果是:Compared with the prior art, the beneficial effects of the utility model are:

1、本实用新型通过三根双段螺纹杆的同步逆向转动,继而使两侧的T型滑块相互远离,T型滑块的移动带动支护架体和侧模的移动,进而使侧模与凝固的T型梁分离,将侧模移动到一侧,以便于后期通过龙门吊将T型梁吊运至成品区进行存放,从而不需要工人对支护架体和侧模进行拆卸,不仅减少了工人的工作量,还提高了侧模的拆卸效率,给工人的工作带来方便。1. The utility model uses the synchronous reverse rotation of three double-segment threaded rods, and then makes the T-shaped sliders on both sides away from each other. The movement of the T-shaped sliders drives the movement of the support frame and the side mold, and then makes the side mold and The solidified T-beam is separated, and the side form is moved to one side, so that the T-beam can be hoisted to the finished product area by a gantry crane for storage in the later stage, so that workers do not need to disassemble the support frame and side form, which not only reduces The workload of the workers is reduced, and the disassembly efficiency of the side form is also improved, which brings convenience to the work of the workers.

2、本实用新型通过设置支护架体,能够对侧模进行支撑,以保证侧模在使用过程中的稳定性,同时T型滑块在移动时,能够通过支护架体带动侧模的移动。2. The utility model can support the side mold by setting the support frame to ensure the stability of the side mold during use. At the same time, when the T-shaped slider is moving, it can drive the side mold through the support frame. move.

3、本实用新型通过在侧模的端头设置连接侧边,通过连接侧边和螺栓的配合,继而能够根据T型梁的预制长度将多个侧模连接在一起,对多个T梁改预制模进行拼装组合,以便于对不同长度的T型梁进行预制,提高该T梁改预制模的实用性和适用性。3. The utility model sets the connection side at the end of the side form, through the cooperation of the connection side and the bolt, and then can connect a plurality of side forms together according to the prefabricated length of the T-beam, and change multiple T-beams. The prefabricated molds are assembled and combined to facilitate the prefabrication of T-beams of different lengths, and improve the practicability and applicability of the T-beam modified prefabricated molds.

4、本实用新型通过设置移动轮,移动轮能够对T型滑块进行辅助支撑,减少双段螺纹杆所承受的重力,对双段螺纹杆起到保护作用,同时避免T型滑块与底箱体的顶部直接接触,减少摩擦、磨损。4. The utility model is equipped with a moving wheel, which can assist the T-shaped slider to reduce the gravity on the double-segment threaded rod, protect the double-segment threaded rod, and avoid the contact between the T-shaped slider and the bottom. The top of the box is in direct contact to reduce friction and wear.

附图说明Description of drawings

图1为本实用新型正视立体结构示意图;Fig. 1 is the schematic diagram of the utility model front view three-dimensional structure;

图2为本实用新型侧视立体结构示意图;Fig. 2 is the utility model side view three-dimensional structural schematic diagram;

图3为本实用新型正视剖面结构示意图;Fig. 3 is a schematic diagram of the front view section structure of the utility model;

图4为本实用新型连接状态侧视结构示意图。Fig. 4 is a side view structural diagram of the utility model in a connected state.

图中:1底箱体、21支撑座、22底模、3侧模、4连接侧边、51底梁、52外支撑梁、53 V型梁、54加强梁、55移动轮、56内接触梁、6滑槽、71正反电机、72链轮、73链条、74双段螺纹杆、75 T型滑块。In the figure: 1 bottom box body, 21 support seat, 22 bottom mold, 3 side mold, 4 connecting side, 51 bottom beam, 52 outer support beam, 53 V-shaped beam, 54 reinforcement beam, 55 moving wheel, 56 inner contact Beam, 6 chutes, 71 positive and negative motors, 72 sprockets, 73 chains, 74 double-segment threaded rods, 75 T-shaped slide blocks.

具体实施方式Detailed ways

下面结合附图和实施例对本实用新型进一步说明。Below in conjunction with accompanying drawing and embodiment the utility model is further described.

请参阅图1-4,本实用新型提供了一种桥梁上部结构现浇T梁改预制模的技术方案:Please refer to Figures 1-4, the utility model provides a technical solution for converting the cast-in-place T beam of the bridge superstructure into a prefabricated mold:

实施例一:Embodiment one:

根据图1-4所示,包括支撑座21、底模22以及两个侧模3,底模22固定安装在支撑座21的顶部,两个侧模3分别与底模22的两侧紧密贴合,侧模3的两端均固定连接有连接侧边4,连接侧边4上开设有多个固定孔,通过连接侧边4和螺栓的配合,继而能够根据T型梁的预制长度将多个侧模3连接在一起,对多个T梁改预制模进行拼装组合,以便于对不同长度的T型梁进行预制,提高该T梁改预制模的实用性和适用性。As shown in Figures 1-4, it includes a support base 21, a bottom mold 22, and two side molds 3. The bottom mold 22 is fixedly installed on the top of the support base 21, and the two side molds 3 are closely attached to both sides of the bottom mold 22. The two ends of the side formwork 3 are fixedly connected with the connecting side 4, and a plurality of fixing holes are provided on the connecting side 4. Through the cooperation of the connecting side 4 and the bolts, the length of the T-beam can be adjusted according to the prefabricated length of the T-beam. The side forms 3 are connected together to assemble and combine multiple T-beam modified prefabricated molds, so as to facilitate the prefabrication of T-shaped beams with different lengths, and improve the practicability and applicability of the T-beam modified prefabricated mold.

还包括底箱体1以及N组支护单元,支护单元的数量可以根据侧模3的实际长度进行设置,可以为两组、三组、四组甚至更多组,本实施例中支护单元的数量为三组,三组支护单元从前往后依次设置,底箱体1的顶部与支撑座21的底部固定连接。It also includes the bottom box body 1 and N groups of support units. The number of support units can be set according to the actual length of the side form 3, which can be two groups, three groups, four groups or even more groups. In this embodiment, the support units The number of units is three groups, and the three groups of support units are arranged sequentially from front to back, and the top of the bottom box body 1 is fixedly connected with the bottom of the support base 21 .

支护单元包括驱动组件和两组支护架体,支护架体对应侧模3设置,其包括底梁51、外支撑梁52和内接触梁56,外支撑梁52和内接触梁56分别安装在底梁51的两端,内接触梁56通过螺栓与侧模3的竖直段连接,外支撑梁52和内接触梁56的顶端固定安装有同一个V型梁53,V型梁53通过螺栓与侧模3的倾斜段连接,外支撑梁52和V型梁53之间倾斜安装有加强梁54,通过设置支护架体,能够对侧模3进行支撑,以保证侧模3在使用过程中的稳定性,同时T型滑块75在移动时,能够通过支护架体带动侧模3的移动。The support unit includes a drive assembly and two sets of support frames, and the support frame body is set corresponding to the side form 3, which includes a bottom beam 51, an outer support beam 52 and an inner contact beam 56, and the outer support beam 52 and the inner contact beam 56 are respectively Installed on the two ends of the bottom beam 51, the inner contact beam 56 is connected with the vertical section of the side form 3 by bolts, and the top of the outer support beam 52 and the inner contact beam 56 is fixedly installed with the same V-shaped beam 53, the V-shaped beam 53 The bolt is connected with the inclined section of the side form 3, and a reinforcement beam 54 is obliquely installed between the outer support beam 52 and the V-shaped beam 53. By setting the support frame body, the side form 3 can be supported to ensure that the side form 3 is in the Stability during use, and at the same time, when the T-shaped slider 75 is moving, it can drive the movement of the side mold 3 through the support frame body.

驱动组件包括驱动件、双段螺纹杆74和两个T型滑块75,双段螺纹杆74的两端均套装有轴承,两个轴承分别安装在底箱体1的两侧壁上,双段螺纹杆74的两段螺纹方向相反,双段螺纹杆74的两段螺纹分别与两个T型滑块75螺纹连接,T型滑块75的顶端穿过底箱体1顶部开设的滑槽6并与底梁51固定连接,驱动件为正反电机71,正反电机71固定安装在底箱体1的外侧面,其输出轴与双段螺纹杆74的外端固定连接,通过正反电机71带动双段螺纹杆74的逆向转动,使三根双段螺纹杆74的同步逆向转动,继而使两侧的T型滑块75相互远离,T型滑块75的移动带动支护架体和侧模3的移动,进而使侧模3与凝固的T型梁分离,将侧模3移动到一侧,以便于后期通过龙门吊将T型梁吊运至成品区进行存放,从而不需要工人对支护架体和侧模3进行拆卸,不仅减少了工人的工作量,还提高了侧模3的拆卸效率,给工人的工作带来方便。The drive assembly includes a driver, a double-section threaded rod 74 and two T-shaped slide blocks 75, and the two ends of the double-section threaded rod 74 are equipped with bearings, and the two bearings are installed on the two side walls of the bottom box body 1 respectively. The directions of the two sections of threaded rods 74 are opposite, and the two sections of threads of the double-sectioned threaded rods 74 are threadedly connected with two T-shaped sliders 75 respectively, and the top of the T-shaped sliders 75 passes through the chute provided at the top of the bottom box body 1 6 and fixedly connected with the bottom beam 51, the driving part is the forward and reverse motor 71, and the positive and negative motor 71 is fixedly installed on the outer surface of the bottom box body 1, and its output shaft is fixedly connected with the outer end of the double-section threaded rod 74, through the positive and negative The motor 71 drives the reverse rotation of the double-section threaded rod 74 to make the synchronous reverse rotation of three double-section threaded rods 74, and then the T-shaped slide blocks 75 on both sides are kept away from each other, and the movement of the T-shaped slide block 75 drives the support frame body and The movement of the side form 3 further separates the side form 3 from the solidified T-beam, and moves the side form 3 to one side so that the T-beam can be hoisted to the finished product area by a gantry crane for storage in the later stage, so that workers do not need to The support frame body and side form 3 are disassembled, which not only reduces the workload of the workers, but also improves the disassembly efficiency of the side form 3, which brings convenience to the work of the workers.

具体使用时,本实用新型一种桥梁上部结构现浇T梁改预制模,首先根据预制T型梁的长度,选择使用T梁改预制模的数量,将多个T梁改预制模前后对应,相邻两个底模22、相邻两个侧模3之间填充密封垫,并将螺栓穿过固定孔将相邻两个连接侧边4连接固定在一起,对多个T梁改预制模进行拼装组合,之后对端模进行安装,侧模3和端模安装之前须清洗干净并涂脱模剂;During specific use, a bridge superstructure cast-in-place T-beam of the utility model is converted into a prefabricated form. First, according to the length of the prefabricated T-beam, the number of T-beams to be changed into a prefabricated form is selected, and a plurality of T-beams are changed into prefabricated forms before and after correspondingly. Fill the space between two adjacent bottom molds 22 and two adjacent side molds 3, and pass the bolts through the fixing holes to connect and fix the two adjacent connecting sides 4 together. Carry out assembly and combination, and then install the end mold, and the side mold 3 and the end mold must be cleaned and coated with a release agent before installation;

接着吊底腹板钢筋,浇筑混凝土,待梁体混凝土凝固;Then hang the bottom web reinforcement, pour concrete, and wait for the beam body concrete to solidify;

T型梁凝固后,拆除两端的端模,并将连接相邻两个连接侧边4的螺栓进行拆除,之后启动同一模组内的正反电机71,通过正反电机71带动双段螺纹杆74的逆向转动,使三根双段螺纹杆74的同步逆向转动,继而使两侧的T型滑块75相互远离,T型滑块75的移动带动支护架体和侧模3的移动,进而使侧模3与凝固的T型梁分离,将侧模3移动到一侧,以便于后期通过龙门吊将T型梁吊运至成品区进行存放。After the T-beam is solidified, remove the end molds at both ends, and remove the bolts connecting the two adjacent connecting sides 4, then start the positive and negative motors 71 in the same module, and drive the double-segment threaded rods through the positive and negative motors 71 The reverse rotation of 74 makes the synchronous reverse rotation of three double-section threaded rods 74, and then the T-shaped sliders 75 on both sides are separated from each other, and the movement of the T-shaped sliders 75 drives the movement of the support frame body and the side mold 3, and then The side form 3 is separated from the solidified T-beam, and the side form 3 is moved to one side, so that the T-beam can be hoisted to the finished product area by a gantry crane for storage in the later stage.

实施例二:Embodiment two:

在实施例一的基础之上,如图3所示,驱动件包括链条73、正反电机71和三个链轮72,三个链轮72分别套装在三根双段螺纹杆74的光轴段,三个链条73通过同一根链条73传动连接,正反电机71安装在底箱体1的外侧面,其输出轴与任一根双段螺纹杆74的外端固定连接,通过设置链条73和三个链轮72,继而在正反电机71工作时,通过链条73和三个链轮72的配合,使三根双段螺纹杆74同步转动,减少正反电机71的使用,节省该装置的使用成本。On the basis of Embodiment 1, as shown in Figure 3, the driving member includes a chain 73, a positive and negative motor 71 and three sprockets 72, and the three sprockets 72 are respectively set on the optical axis sections of three double-segment threaded rods 74 , the three chains 73 are connected through the transmission of the same chain 73, the positive and negative motor 71 is installed on the outer surface of the bottom box body 1, and its output shaft is fixedly connected with the outer end of any double-segment threaded rod 74, by setting the chain 73 and Three sprocket wheels 72, then when positive and negative motor 71 work, through the cooperation of chain 73 and three sprocket wheels 72, three double-section threaded rods 74 are synchronously rotated, reduce the use of positive and negative motor 71, save the use of this device cost.

实施例三:Embodiment three:

在实施例一的基础之上,如图1和图2所示,底梁51的底部固定安装有多个移动轮55,移动轮55与低箱体1的顶部接触,通过设置移动轮55,移动轮55能够对T型滑块75进行辅助支撑,减少双段螺纹杆74所承受的重力,对双段螺纹杆74起到保护作用,同时避免T型滑块75与底箱体1的顶部直接接触,减少摩擦、磨损。On the basis of Embodiment 1, as shown in Figure 1 and Figure 2, the bottom of the bottom beam 51 is fixedly equipped with a plurality of moving wheels 55, and the moving wheels 55 are in contact with the top of the low box body 1, by setting the moving wheels 55, The moving wheel 55 can provide auxiliary support to the T-shaped slider 75, reduce the gravity on the double-section threaded rod 74, protect the double-section threaded rod 74, and prevent the T-shaped slider 75 from contacting the top of the bottom box 1. Direct contact reduces friction and wear.

Claims (7)

1. The utility model provides a cast-in-place T roof beam of bridge superstructure changes prefabricated mould, includes supporting seat, die block and two side forms, and die block fixed mounting is at the top of supporting seat, and two side forms closely laminate its characterized in that with the both sides of die block respectively: the supporting device also comprises a bottom box body and N groups of supporting units, wherein the top of the bottom box body is fixedly connected with the bottom of the supporting seat;
the supporting unit comprises a driving assembly and two groups of supporting frame bodies, the supporting frame bodies are arranged corresponding to the side molds and comprise bottom beams, outer supporting beams and inner contact beams, the outer supporting beams and the inner contact beams are respectively arranged at two ends of the bottom beams, the inner contact beams are connected with vertical sections of the side molds, the top ends of the outer supporting beams and the inner contact beams are fixedly provided with the same V-shaped beam, and the V-shaped beams are connected with inclined sections of the side molds;
the driving assembly is arranged in the bottom box body and is far away from or close to each other through bottom beams on two sides of the driving assembly.
2. The prefabricated form is reformed to cast-in-place T roof beam of bridge superstructure according to claim 1, characterized in that: and a reinforcing beam is obliquely arranged between the outer supporting beam and the V-shaped beam.
3. The precast form modified by a cast-in-place T beam of a bridge superstructure according to claim 1 or 2, characterized in that: the both ends of side form are equal fixedly connected with and connect the side, have seted up a plurality of fixed orificess on the connection side.
4. The precast form modified by a cast-in-place T beam of a bridge superstructure according to claim 1 or 2, characterized in that: the driving assembly comprises a driving piece, a double-section threaded rod and two T-shaped sliding blocks, bearings are sleeved at two ends of the double-section threaded rod, the two bearings are installed on two side walls of the bottom box body respectively, two sections of threads of the double-section threaded rod are opposite in direction, two sections of threads of the double-section threaded rod are in threaded connection with the two T-shaped sliding blocks respectively, the top end of each T-shaped sliding block penetrates through a sliding groove formed in the top of the bottom box body and is fixedly connected with the bottom beam, and the driving piece is installed on the bottom box body and can drive the double-section threaded rod to rotate.
5. The precast form modified by a cast-in-place T beam of a bridge superstructure according to claim 4, characterized in that: the driving piece is a positive and negative motor which is fixedly arranged on the outer side surface of the bottom box body, and an output shaft of the positive and negative motor is fixedly connected with the outer end of the double-section threaded rod.
6. The precast form modified by a cast-in-place T beam of a bridge superstructure according to claim 4, characterized in that: the driving piece comprises a chain, a positive and negative motor and three chain wheels, the three chain wheels are respectively sleeved on the optical axis sections of the three double-section threaded rods, the three chains are connected through the same chain in a transmission manner, the positive and negative motor is arranged on the outer side surface of the bottom box body, and the output shaft of the positive and negative motor is fixedly connected with the outer end of any double-section threaded rod.
7. The precast form modified by a cast-in-place T beam of a bridge superstructure according to claim 4, characterized in that: the bottom of floorbar is fixedly provided with a plurality of movable wheels, and the movable wheels are in contact with the top of the low box body.
CN202222826402.XU 2022-10-26 2022-10-26 Prefabricated form is changed into to cast-in-place T roof beam of bridge superstructure Active CN218748426U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116787583A (en) * 2023-07-31 2023-09-22 南通龙纳模具有限公司 Forming die of T-shaped beam for bridge curve section
CN117260936A (en) * 2023-09-21 2023-12-22 山东铁鹰建设工程有限公司 Prefabricated big case roof beam template of high-speed railway
CN117325291A (en) * 2023-11-08 2024-01-02 中铁四局集团有限公司 Hydraulic side die tooling for pouring on annular production line of precast beam

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116787583A (en) * 2023-07-31 2023-09-22 南通龙纳模具有限公司 Forming die of T-shaped beam for bridge curve section
CN117260936A (en) * 2023-09-21 2023-12-22 山东铁鹰建设工程有限公司 Prefabricated big case roof beam template of high-speed railway
CN117260936B (en) * 2023-09-21 2025-07-18 山东铁鹰建设工程有限公司 High-speed railway prefabricated large box beam template
CN117325291A (en) * 2023-11-08 2024-01-02 中铁四局集团有限公司 Hydraulic side die tooling for pouring on annular production line of precast beam

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