CN221760475U - Precast T roof beam diaphragm strutting arrangement - Google Patents

Precast T roof beam diaphragm strutting arrangement Download PDF

Info

Publication number
CN221760475U
CN221760475U CN202420047283.4U CN202420047283U CN221760475U CN 221760475 U CN221760475 U CN 221760475U CN 202420047283 U CN202420047283 U CN 202420047283U CN 221760475 U CN221760475 U CN 221760475U
Authority
CN
China
Prior art keywords
sleeve
screw rod
screw
prefabricated
beam diaphragm
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.)
Active
Application number
CN202420047283.4U
Other languages
Chinese (zh)
Inventor
孟祥民
汪柏奎
段红凯
祝德咏
李虹
朱良雄
许多
张索贇
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hubei Gaochuang Highway Engineering Consulting And Supervision Co ltd
Original Assignee
Hubei Gaochuang Highway Engineering Consulting And Supervision Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hubei Gaochuang Highway Engineering Consulting And Supervision Co ltd filed Critical Hubei Gaochuang Highway Engineering Consulting And Supervision Co ltd
Priority to CN202420047283.4U priority Critical patent/CN221760475U/en
Application granted granted Critical
Publication of CN221760475U publication Critical patent/CN221760475U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model relates to the technical field of bridge engineering, and discloses a prefabricated T-beam diaphragm plate supporting device, which comprises: a supporting plate; the lifting mechanism comprises a bottom plate, a sleeve, screw blocks, a screw rod and a stopping piece, wherein the bottom plate is fixedly connected with the sleeve, the sleeve is arranged in the vertical direction, the screw blocks are arranged on the sleeve and are in threaded connection with the screw rod, the upper end of the screw rod is connected with the support plate, the lower end of the screw rod is inserted into the upper end of the sleeve, one of the screw blocks and the screw rod is connected with the sleeve through the stopping piece, and the lifting process of the screw rod is realized by rotating the other of the screw blocks and the screw rod. The lifting mechanism can independently realize the lifting process, the synchronous rotation of the screw rod and the screw block and the blocking of the screw block are avoided, the temporary support of the diaphragm plate can be realized, and the cracking of the diaphragm plate of the prefabricated T beam is avoided.

Description

一种预制T梁横隔板支撑装置A prefabricated T-beam diaphragm support device

技术领域Technical Field

本实用新型涉及桥梁工程技术领域,特别是涉及一种预制T梁横隔板支撑装置。The utility model relates to the technical field of bridge engineering, in particular to a prefabricated T-beam diaphragm supporting device.

背景技术Background Art

在桥梁施工中,预制梁是一种常见的结构形式。预制梁的横隔板在桥梁结构中起到了重要的连接和支撑作用。在预制T梁的浇筑完成并移除模板后,横隔板处于悬浮状态,必须在其底部设置支撑以防止预制梁的横隔板自身或预制梁的横隔板与翼缘板、腹板之间产生裂缝导致损伤,通常会使用钢筋、混凝土块或木块作为临时支撑。Precast beams are a common structural form in bridge construction. The diaphragms of precast beams play an important role in connecting and supporting bridge structures. After the casting of the precast T-beam is completed and the formwork is removed, the diaphragms are in a suspended state. Support must be set at the bottom to prevent cracks from forming between the diaphragms of the precast beams themselves or between the diaphragms of the precast beams and the flange plates and webs, causing damage. Steel bars, concrete blocks or wood blocks are usually used as temporary supports.

然而,这种使用钢筋、混凝土块或木块作为临时支撑的方式效果并不理想。由于这些支撑材料无法紧密贴合预制梁的横隔板,长时间下来,它们容易发生位移,无法有效地起到支撑作用。结果可能导致预制梁的横隔板因自身重力产生裂缝,或者预制梁的横隔板与翼缘板、腹板之间产生裂缝。However, this method of using steel bars, concrete blocks or wood blocks as temporary supports is not ideal. Since these supporting materials cannot fit tightly to the diaphragms of the precast beams, they are prone to displacement over time and cannot effectively provide support. As a result, cracks may form on the diaphragms of the precast beams due to their own weight, or cracks may form between the diaphragms of the precast beams and the flange plates and web plates.

公告号为CN212771957U的专利公开了一种预制T梁横隔板顶托装置,包括一底板,底板上竖向焊接两根钢管,每根钢管中插装一螺杆,螺杆上螺接一螺母,螺母的直径大于钢管的直径,螺母支撑在钢管顶部,螺杆下端在钢管内悬空,螺杆上端突出到钢管外一定高度,螺杆顶部焊接一托板。该专利通过调整螺杆的高度,能够对不同高度的横隔板进行支撑。然而该专利使用过程中螺母转动过程中,易造成螺杆同步转动,导致无法螺杆的高度无法调整。The patent with announcement number CN212771957U discloses a prefabricated T-beam diaphragm top supporting device, including a bottom plate, two steel pipes are vertically welded on the bottom plate, a screw is inserted in each steel pipe, a nut is screwed on the screw, the diameter of the nut is larger than the diameter of the steel pipe, the nut is supported on the top of the steel pipe, the lower end of the screw is suspended in the steel pipe, the upper end of the screw protrudes to a certain height outside the steel pipe, and a supporting plate is welded on the top of the screw. The patent can support diaphragms of different heights by adjusting the height of the screw. However, during the use of the patent, the rotation of the nut is likely to cause the screw to rotate synchronously, resulting in the inability to adjust the height of the screw.

公告号为CN210529510U的专利公开了一种预制梁横隔板临时支撑装置,包括顶板、螺杆、螺母、钢管和底座,顶板与螺杆通过连接件连接;钢管与底座通过连接件连接;螺母套设在螺杆上;螺杆伸入钢管中,钢管的直径大于螺杆的直径且小于螺母外圈的直径。使用时螺杆旋上螺母,插入到底座上的钢管中,根据横隔板悬空高度,调好顶板高度,放在预制梁横隔板下,通过旋转螺母,微调螺杆伸入钢管的长度,实现顶板的上下移动与横隔板靠紧,保证支撑效果,防止预制梁横隔板开裂。然而由于顶板与多个螺杆同时卡接,旋转单个螺母时,当单个螺杆升降高度较长时很容易造成顶板偏斜,造成单个螺母卡死,需要多个螺母同步均匀同步转动或上提顶板后旋转螺母的方式才能解决上述问题,致使操作过程繁琐。The patent with announcement number CN210529510U discloses a temporary support device for prefabricated beam diaphragms, including a top plate, a screw, a nut, a steel pipe and a base, wherein the top plate is connected to the screw by a connector; the steel pipe is connected to the base by a connector; the nut is sleeved on the screw; the screw extends into the steel pipe, and the diameter of the steel pipe is greater than the diameter of the screw and smaller than the diameter of the outer ring of the nut. When in use, the screw is screwed onto the nut and inserted into the steel pipe on the base. According to the suspended height of the diaphragm, the height of the top plate is adjusted and placed under the prefabricated beam diaphragm. By rotating the nut, the length of the screw extending into the steel pipe is fine-tuned to achieve the up and down movement of the top plate and the close contact with the diaphragm, thereby ensuring the support effect and preventing the prefabricated beam diaphragm from cracking. However, since the top plate is simultaneously clamped with multiple screws, when a single screw is rotated, when the lifting height of the single screw is long, it is easy to cause the top plate to deflect, causing the single nut to be stuck. It is necessary to synchronously and evenly rotate multiple nuts or to lift the top plate and then rotate the nut to solve the above problem, resulting in a cumbersome operation process.

鉴于此,如何改变现有预制T梁横隔板支撑装置旋拧螺母时螺杆同步转动和出现顶板偏斜出现螺母卡死的现状,成为本领域技术人员亟需解决的技术问题。In view of this, how to change the current situation in which the screw rotates synchronously when the nut is screwed in the existing prefabricated T-beam diaphragm support device, the top plate deflects and the nut is stuck, has become a technical problem that technical personnel in this field urgently need to solve.

实用新型内容Utility Model Content

本实用新型为旨在提供一种预制T梁横隔板支撑装置,以克服上述情况不足。The utility model aims to provide a prefabricated T-beam diaphragm supporting device to overcome the above-mentioned shortcomings.

为了能够达到上述目的,本实用新型的技术方案是:一种预制T梁横隔板支撑装置,包括:In order to achieve the above purpose, the technical solution of the utility model is: a prefabricated T-beam diaphragm support device, comprising:

托板;Pallet;

沿所述托板长度方向设置且与所述托板下表面抵接的多个顶升机构,所述顶升机构包括底板、套管、螺块、螺杆和挡止件,所述底板上表面与所述套管固定连接,所述套管沿竖直方向设置,在所述套管上设置有所述螺块,所述螺块与螺杆螺纹连接,所述螺杆的上端与所述托板连接,且所述螺杆的下端插接在所述套管的上端,所述螺块和螺杆中一个通过挡止件与所述套管连接,用于实现所述螺块和螺杆中一个与套管之间不发生相对转动,通过转动所述螺块和螺杆中另一个以实现螺杆的升降过程。A plurality of lifting mechanisms are arranged along the length direction of the support plate and abut against the lower surface of the support plate, the lifting mechanisms include a base plate, a sleeve, a screw block, a screw rod and a stopper, the upper surface of the base plate is fixedly connected to the sleeve, the sleeve is arranged in the vertical direction, the screw block is arranged on the sleeve, the screw block is threadedly connected to the screw rod, the upper end of the screw rod is connected to the support plate, and the lower end of the screw rod is inserted into the upper end of the sleeve, one of the screw block and the screw rod is connected to the sleeve through a stopper, so as to achieve no relative rotation between the screw block and the screw rod and the sleeve, and the lifting process of the screw rod is achieved by rotating the other of the screw block and the screw rod.

进一步地,所述螺块抵接在所述套管的上表面,所述套管的侧壁上沿竖直方向布设有滑槽,所述挡止件为第一销钉,所述第一销钉与滑槽滑动连接,且所述第一销钉与所述螺杆的下端垂直固定连接。Furthermore, the screw block abuts against the upper surface of the sleeve, a slide groove is arranged on the side wall of the sleeve in the vertical direction, and the stopper is a first pin, the first pin is slidably connected to the slide groove, and the first pin is vertically fixedly connected to the lower end of the screw rod.

进一步地,所述螺杆的上端固定连接有顶托,所述顶托与托板的下表面抵接。Furthermore, the upper end of the screw rod is fixedly connected with a jacking support, and the jacking support abuts against the lower surface of the support plate.

进一步地,所述挡止件为第二销钉,所述螺块嵌设在所述套管内,所述第二销钉沿水平方向贯穿所述螺块,所述第二销钉的两端分别与所述套管固定连接。Furthermore, the stopper is a second pin, the screw block is embedded in the sleeve, the second pin passes through the screw block in a horizontal direction, and both ends of the second pin are fixedly connected to the sleeve respectively.

进一步地,还包括:Furthermore, it also includes:

开口向下的套筒,所述套管外侧壁沿水平方向的截面形状为多边形,所述套筒的内侧壁与所述套管的外侧壁相适配且滑动连接,所述套筒的顶面与所述托板的下表面抵接;A sleeve with a downward opening, wherein the cross-sectional shape of the outer wall of the sleeve along the horizontal direction is a polygon, the inner wall of the sleeve is adapted to and slidably connected with the outer wall of the sleeve, and the top surface of the sleeve abuts against the lower surface of the support plate;

固定连接在所述套筒内卡块,所述卡块与所述螺杆的上端转动连接;以及A clamping block is fixedly connected to the sleeve, and the clamping block is rotatably connected to the upper end of the screw; and

用于驱动所述螺杆转动的驱动组件。A driving assembly is used to drive the screw to rotate.

进一步地,所述驱动组件包括:Furthermore, the driving assembly comprises:

位于所述卡块上方且与所述螺杆的上端键连接的蜗轮;以及a worm wheel located above the block and key-connected to the upper end of the screw; and

转动连接在所述套筒内且与所述蜗轮啮合传动的蜗杆。A worm which is rotatably connected in the sleeve and meshes with the worm wheel for transmission.

进一步地,所述蜗杆的一端贯穿所述套筒侧壁可拆卸连接有第一摇把。Furthermore, one end of the worm screw passes through the side wall of the sleeve and is detachably connected to a first crank.

进一步地,所述驱动组件包括:Furthermore, the driving assembly comprises:

位于所述卡块上方且与所述螺杆的上端键连接的第一伞齿轮;以及a first bevel gear located above the block and key-connected to the upper end of the screw; and

转动连接在所述套筒内且与所述第一伞齿轮啮合传动的第二伞齿轮。A second bevel gear is rotatably connected in the sleeve and meshes with the first bevel gear for transmission.

进一步地,所述第二伞齿轮键连接的转动轴一端贯穿所述套筒侧壁可拆卸连接有第二摇把。Furthermore, one end of the rotating shaft connected to the second bevel gear key passes through the side wall of the sleeve and is detachably connected to a second crank.

进一步地,所述托板沿长度方向的一端下方垂直固定连接有侧板,所述托板与侧板之间固定连接有斜撑杆。Furthermore, a side plate is vertically fixedly connected below one end of the support plate along the length direction, and a diagonal brace is fixedly connected between the support plate and the side plate.

本实用新型与现有技术相比至少具有以下优点:Compared with the prior art, the utility model has at least the following advantages:

本实用新型中通过设置挡止件,使得螺块或螺杆中的一个与套管之间不发生相对转动,通过转动螺块和螺杆中的另一个能够实现螺杆的升降过程,使得顶升机构能够独立实现升降过程,且不会出现螺杆与螺块同步转动的情况。使用时由于多个顶升机构为独立结构,单个螺杆升降过程不影响其他螺杆升降过程,不会出现螺块卡死的情况。本实用新型支撑装置能够实现对横隔板的临时支撑,避免预制T梁横隔板开裂。In the utility model, a stopper is provided so that one of the screw block or the screw rod and the sleeve do not rotate relative to each other, and the lifting process of the screw rod can be realized by rotating the other of the screw block and the screw rod, so that the lifting mechanism can independently realize the lifting process, and the screw rod and the screw block will not rotate synchronously. During use, since the multiple lifting mechanisms are independent structures, the lifting process of a single screw rod does not affect the lifting process of other screws, and the screw block will not get stuck. The support device of the utility model can realize temporary support for the diaphragm and avoid cracking of the prefabricated T-beam diaphragm.

附图说明BRIEF DESCRIPTION OF THE DRAWINGS

为了更清楚地说明本实用新型实施例或现有技术中的技术方案,下面将对实施例中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本实用新型的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动性的前提下,还可以根据这些附图获得其他的附图。In order to more clearly illustrate the embodiments of the utility model or the technical solutions in the prior art, the drawings required for use in the embodiments will be briefly introduced below. Obviously, the drawings described below are only some embodiments of the utility model. For ordinary technicians in this field, other drawings can be obtained based on these drawings without paying creative labor.

图1为本实用新型预制T梁横隔板支撑装置实施例一的整体结构示意图;FIG1 is a schematic diagram of the overall structure of a first embodiment of a prefabricated T-beam diaphragm support device of the utility model;

图2为本实用新型预制T梁横隔板支撑装置实施例一的剖视图;FIG2 is a cross-sectional view of a first embodiment of a prefabricated T-beam diaphragm support device of the utility model;

图3为本实用新型预制T梁横隔板支撑装置实施例二的整体结构示意图;FIG3 is a schematic diagram of the overall structure of a second embodiment of a prefabricated T-beam diaphragm support device according to the utility model;

图4为本实用新型预制T梁横隔板支撑装置实施例二的剖视图。FIG4 is a cross-sectional view of a second embodiment of the prefabricated T-beam diaphragm support device of the utility model.

附图标记:1、托板;2、侧板;3、斜撑杆;4、底板;5、套管;6、螺块;7、螺杆;8、滑槽;9、第一销钉;10、顶托;11、第二销钉;12、套筒;13、卡块;14、蜗轮;15、蜗杆;16、第一摇把。Figure numerals: 1. support plate; 2. side plate; 3. diagonal support rod; 4. bottom plate; 5. sleeve; 6. screw block; 7. screw rod; 8. slide groove; 9. first pin; 10. top support; 11. second pin; 12. sleeve; 13. block; 14. worm gear; 15. worm; 16. first crank.

具体实施方式DETAILED DESCRIPTION

下面将结合本实用新型实施例中的附图,对本实用新型实施例中的技术方案进行清楚、完整地描述,显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

为使本实用新型的上述目的、特征和优点能够更加明显易懂,下面结合附图和具体实施方式对本实用新型作进一步详细的说明。In order to make the above-mentioned purposes, features and advantages of the present invention more obvious and easy to understand, the present invention is further described in detail below in conjunction with the accompanying drawings and specific implementation methods.

实施例一:Embodiment 1:

参照图1-2,本实用新型提供了一种预制T梁横隔板支撑装置,包括托板1和顶升机构。1-2 , the utility model provides a prefabricated T-beam diaphragm support device, including a support plate 1 and a jacking mechanism.

托板1用于与预制T梁横隔板的下表面抵接,托板1的材质为槽钢材质,槽钢的开口朝下,槽钢的中间板与预制T梁横隔板的下表面抵接,为了保证托板1与横河版的接触面积最大,本实用新型中槽钢中间板的沿竖直方向的投影尺寸大于预制T梁横隔板下表面沿竖直方向的投影尺寸。The support plate 1 is used to abut against the lower surface of the prefabricated T-beam cross diaphragm. The material of the support plate 1 is channel steel, and the opening of the channel steel faces downward. The middle plate of the channel steel abuts against the lower surface of the prefabricated T-beam cross diaphragm. In order to ensure that the contact area between the support plate 1 and the Yokogawa plate is maximized, the projection dimension of the middle plate of the channel steel in the vertical direction is larger than the projection dimension of the lower surface of the prefabricated T-beam cross diaphragm along the vertical direction in the utility model.

顶升组件设置有多个,且顶升组件与托板1下表面抵接,多个顶升组件沿托板1长度方向间隔设置。顶升机构包括底板4、套管5、螺块6、螺杆7和挡止件。底板4上表面与套管5固定连接,套管5沿竖直方向设置,为了提升套管5的稳定性,底板4与套管5之间可通过加设筋板的方式实现。在套管5上设置有螺块6,螺块6与螺杆7螺纹连接,螺杆7的上端与托板1连接,且螺杆7的下端插接在套管5的上端,螺块6和螺杆7中一个通过挡止件与套管5连接,用于实现螺块6和螺杆7中一个与套管5之间不发生相对转动,通过转动螺块6和螺杆7中另一个以实现螺杆7的升降过程。There are multiple lifting assemblies, and the lifting assemblies are in contact with the lower surface of the support plate 1, and the multiple lifting assemblies are arranged at intervals along the length direction of the support plate 1. The lifting mechanism includes a base plate 4, a sleeve 5, a screw block 6, a screw rod 7 and a stopper. The upper surface of the base plate 4 is fixedly connected to the sleeve 5, and the sleeve 5 is arranged along the vertical direction. In order to improve the stability of the sleeve 5, a rib plate can be added between the base plate 4 and the sleeve 5. A screw block 6 is arranged on the sleeve 5, and the screw block 6 is threadedly connected to the screw rod 7. The upper end of the screw rod 7 is connected to the support plate 1, and the lower end of the screw rod 7 is inserted into the upper end of the sleeve 5. One of the screw block 6 and the screw rod 7 is connected to the sleeve 5 through a stopper, which is used to achieve that one of the screw block 6 and the screw rod 7 does not rotate relative to the sleeve 5, and the lifting process of the screw rod 7 is realized by rotating the other of the screw block 6 and the screw rod 7.

本实用新型中通过设置挡止件,使得螺块6或螺杆7中的一个与套管5之间不发生相对转动,通过转动螺块6和螺杆7中的另一个能够实现螺杆7的升降过程,使得顶升机构能够独立实现升降过程,且不会出现螺杆7与螺块6同步转动的情况。使用时,通过调整螺杆7的高度,保证螺杆7的高度略低于预制T梁横隔板下表面与地面之间的高度,并将托板1和多个顶升机构放置与预制T梁横隔板下方,再次通过微调螺杆7高度,使得托板1与预制T梁横隔板下表面抵接即可。由于多个顶升机构使用时为独立结构,单个螺杆7升降过程不影响其他螺杆7升降过程,不会出现螺块6卡死的情况。本实用新型支撑装置能够实现对横隔板的临时支撑,避免预制T梁横隔板开裂。In the utility model, a stopper is provided so that one of the screw block 6 or the screw rod 7 and the sleeve 5 do not rotate relative to each other, and the lifting process of the screw rod 7 can be realized by rotating the other of the screw block 6 and the screw rod 7, so that the lifting mechanism can independently realize the lifting process, and the screw rod 7 will not rotate synchronously with the screw block 6. When in use, the height of the screw rod 7 is adjusted to ensure that the height of the screw rod 7 is slightly lower than the height between the lower surface of the prefabricated T-beam diaphragm and the ground, and the support plate 1 and multiple lifting mechanisms are placed under the prefabricated T-beam diaphragm, and the height of the screw rod 7 is fine-tuned again to make the support plate 1 abut against the lower surface of the prefabricated T-beam diaphragm. Since multiple lifting mechanisms are independent structures when in use, the lifting process of a single screw rod 7 does not affect the lifting process of other screw rods 7, and the screw block 6 will not get stuck. The support device of the utility model can realize temporary support of the diaphragm to avoid cracking of the prefabricated T-beam diaphragm.

托板1沿长度方向的一端下方垂直固定连接有侧板2,侧板2也为槽钢结构,托板1与侧板2之间固定连接有斜撑杆3,侧板2与预制T梁的腹板抵接,斜撑杆3起到加强结构稳定性的作用。A side plate 2 is vertically fixedly connected to the lower end of the support plate 1 along the length direction. The side plate 2 is also a channel steel structure. A diagonal brace 3 is fixedly connected between the support plate 1 and the side plate 2. The side plate 2 abuts against the web of the prefabricated T-beam. The diagonal brace 3 serves to enhance the stability of the structure.

优选地,螺块6抵接在套管5的上表面,螺块6优选用调节螺母,套管5的侧壁上布设有滑槽8,滑槽8沿竖直方向设置,挡止件为第一销钉9,第一销钉9与滑槽8滑动连接,且第一销钉9与螺杆7的下端垂直固定连接。Preferably, the screw block 6 abuts against the upper surface of the sleeve 5, and the screw block 6 is preferably an adjusting nut. A slide groove 8 is arranged on the side wall of the sleeve 5, and the slide groove 8 is arranged in the vertical direction. The stopper is a first pin 9, and the first pin 9 is slidably connected to the slide groove 8, and the first pin 9 is vertically fixedly connected to the lower end of the screw rod 7.

可选地,螺杆7的上端固定连接有顶托10,顶托10与托板1的下表面抵接。Optionally, a jacking support 10 is fixedly connected to the upper end of the screw rod 7 , and the jacking support 10 abuts against the lower surface of the support plate 1 .

使用时,由于第一销钉9与滑槽8滑动连接,螺杆7仅能实现上下移动,螺杆7与套管5之间不能进行相对转动,通过转动螺块6,能够实现螺杆7的升降过程,通过调节螺杆7的高度,能够实现对预制T梁横隔板的支撑过程。When in use, due to the sliding connection between the first pin 9 and the slide groove 8, the screw rod 7 can only move up and down, and the screw rod 7 and the sleeve 5 cannot rotate relative to each other. By rotating the screw block 6, the lifting process of the screw rod 7 can be realized, and by adjusting the height of the screw rod 7, the support process of the prefabricated T-beam cross partition can be realized.

实施例二:Embodiment 2:

参照图3-4所示,本实施例与实施例二的区别在于,挡止件的结构不同。3-4 , the difference between this embodiment and the second embodiment is that the structure of the stopper is different.

具体的,挡止件为第二销钉11,螺块6嵌设在套管5内,第二销钉11沿水平方向贯穿螺块6,第二销钉11的两端分别与套管5固定连接。螺块6与套管5之间不能发生相对转动,通过转动螺杆7,能够实现螺杆7高度调节过程。Specifically, the stopper is a second pin 11, the screw block 6 is embedded in the sleeve 5, the second pin 11 passes through the screw block 6 in the horizontal direction, and both ends of the second pin 11 are respectively fixedly connected to the sleeve 5. The screw block 6 and the sleeve 5 cannot rotate relative to each other, and the height adjustment process of the screw rod 7 can be achieved by rotating the screw rod 7.

此外,本实用新型还包括套筒12、卡块13和驱动组件,套筒12的开口向下设置,套管5外侧壁沿水平方向的截面形状为多边形,套筒12的内侧壁与套管5的外侧壁相适配且滑动连接,套筒12仅能沿套管5的长度方向进行滑动,且套筒12与套管5之间不能发生相对转动,套筒12的顶面与托板1的下表面抵接;卡块13固定连接在套筒12内,卡块13与螺杆7的上端转动连接;驱动组件用于驱动螺杆7转动。In addition, the utility model also includes a sleeve 12, a block 13 and a drive assembly. The opening of the sleeve 12 is set downward, and the cross-sectional shape of the outer wall of the sleeve 5 along the horizontal direction is a polygon. The inner wall of the sleeve 12 is adapted to the outer wall of the sleeve 5 and is slidably connected. The sleeve 12 can only slide along the length direction of the sleeve 5, and the sleeve 12 and the sleeve 5 cannot rotate relative to each other. The top surface of the sleeve 12 abuts against the lower surface of the support plate 1; the block 13 is fixedly connected in the sleeve 12, and the block 13 is rotatably connected to the upper end of the screw 7; the drive assembly is used to drive the screw 7 to rotate.

可选地,驱动组件包括蜗轮14和蜗杆15。其中,蜗轮14位于卡块13的上方,且蜗轮14与螺杆7的上端键连接;蜗杆15转动连接在套筒12内,且蜗杆15与蜗轮14啮合传动。Optionally, the driving assembly includes a worm wheel 14 and a worm 15. The worm wheel 14 is located above the block 13, and the worm wheel 14 is keyed to the upper end of the screw 7; the worm 15 is rotatably connected in the sleeve 12, and the worm 15 and the worm wheel 14 are meshed for transmission.

具体地,为了方便蜗杆15转动,蜗杆15的一端贯穿套筒12侧壁可拆卸连接有第一摇把16。Specifically, in order to facilitate the rotation of the worm 15 , one end of the worm 15 passes through the side wall of the sleeve 12 and is detachably connected to the first crank 16 .

通过转动第一摇把16带动蜗杆15转动,进一步带动蜗轮14进行转动,从而实现螺杆7的转动过程,最终实现套筒12的升降过程。通过调节套筒12的高度,能够实现对预制T梁横隔板的支撑过程。The worm 15 is driven to rotate by rotating the first crank 16, and the worm wheel 14 is further driven to rotate, thereby realizing the rotation process of the screw 7, and finally realizing the lifting process of the sleeve 12. By adjusting the height of the sleeve 12, the support process of the prefabricated T-beam diaphragm can be realized.

实施例三:Embodiment three:

本实施例与实施例二的区别在于,驱动组件的结构不同。The difference between this embodiment and the second embodiment is that the structure of the driving assembly is different.

具体地,驱动组件包括:第一伞齿轮(图中未示出)、第二伞齿轮(图中未示出)和第二摇把(图中未示出)。其中,第一伞齿轮位于卡块13上方,且第一伞齿轮与螺杆7的上端键连接;第二伞齿轮转动连接在套筒12内,且第二伞齿轮与第一伞齿轮啮合传动。Specifically, the driving assembly includes: a first bevel gear (not shown in the figure), a second bevel gear (not shown in the figure) and a second crank (not shown in the figure). The first bevel gear is located above the block 13, and the first bevel gear is keyed to the upper end of the screw 7; the second bevel gear is rotatably connected in the sleeve 12, and the second bevel gear is meshed with the first bevel gear for transmission.

具体地,为了方便第二伞齿轮转动,第二伞齿轮键连接的转动轴一端贯穿套筒12侧壁可拆卸连接有第二摇把。Specifically, in order to facilitate the rotation of the second bevel gear, one end of the rotating shaft connected to the key of the second bevel gear passes through the side wall of the sleeve 12 and is detachably connected to the second crank.

在本实用新型的描述中,需要理解的是,术语“纵向”、“横向”、“上”、“下”、“前”、“后”、“左”、“右”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本实用新型,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本实用新型的限制。In the description of the present invention, it should be understood that the terms "longitudinal", "lateral", "up", "down", "front", "back", "left", "right", "vertical", "horizontal", "top", "bottom", "inside" and "outside" etc., indicating orientations or positional relationships, are based on the orientations or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention, and do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore should not be understood as a limitation on the present invention.

以上所述的实施例仅是对本实用新型的优选方式进行描述,并非对本实用新型的范围进行限定,在不脱离本实用新型设计精神的前提下,本领域普通技术人员对本实用新型的技术方案做出的各种变形和改进,均应落入本实用新型权利要求书确定的保护范围内。The embodiments described above are only descriptions of the preferred methods of the present invention, and are not intended to limit the scope of the present invention. Without departing from the design spirit of the present invention, various modifications and improvements made to the technical solutions of the present invention by ordinary technicians in this field should fall within the protection scope determined by the claims of the present invention.

Claims (10)

1. A prefabricated T-beam diaphragm support apparatus comprising:
a pallet (1);
Along layer board (1) length direction set up and with a plurality of climbing mechanism of layer board (1) lower surface butt, climbing mechanism includes bottom plate (4), sleeve pipe (5), screw rod (6), screw rod (7) and keeps off the piece, bottom plate (4) upper surface with sleeve pipe (5) fixed connection, sleeve pipe (5) are provided with on sleeve pipe (5) screw rod (6), screw rod (6) and screw rod (7) threaded connection, the upper end of screw rod (7) with layer board (1) is connected, just the lower extreme of screw rod (7) is pegged graft the upper end of sleeve pipe (5), one of screw rod (6) and screw rod (7) pass through the piece of keeping off with sleeve pipe (5) are connected for realize do not take place relative rotation between one of screw rod (6) and screw rod (7) and sleeve pipe (5) through rotating screw rod (7) in order to realize lift process of another screw rod (7).
2. The prefabricated T-beam diaphragm support device according to claim 1, wherein the screw block (6) is abutted to the upper surface of the sleeve (5), a chute (8) is arranged on the side wall of the sleeve (5) along the vertical direction, the stop member is a first pin (9), the first pin (9) is slidably connected with the chute (8), and the first pin (9) is fixedly connected with the lower end of the screw (7) vertically.
3. The prefabricated T beam diaphragm support device according to claim 2, wherein the upper end of the screw rod (7) is fixedly connected with a jacking (10), and the jacking (10) is abutted with the lower surface of the supporting plate (1).
4. The prefabricated T-beam diaphragm support device according to claim 1, wherein the stop member is a second pin (11), the screw block (6) is embedded in the sleeve (5), the second pin (11) penetrates through the screw block (6) along the horizontal direction, and two ends of the second pin (11) are fixedly connected with the sleeve (5) respectively.
5. The precast T-beam diaphragm support apparatus of claim 4, further comprising:
The cross section of the outer side wall of the sleeve (5) along the horizontal direction is polygonal, the inner side wall of the sleeve (12) is matched with and slidingly connected with the outer side wall of the sleeve (5), and the top surface of the sleeve (12) is abutted with the lower surface of the supporting plate (1);
the clamping block (13) is fixedly connected in the sleeve (12), and the clamping block (13) is rotationally connected with the upper end of the screw rod (7); and
And the driving assembly is used for driving the screw rod (7) to rotate.
6. The precast T-beam diaphragm support apparatus of claim 5, wherein the drive assembly comprises:
a worm wheel (14) which is positioned above the clamping block (13) and is connected with the upper end of the screw rod (7) in a key way; and
And a worm (15) which is rotatably connected in the sleeve (12) and is meshed with the worm wheel (14) for transmission.
7. The prefabricated T-beam diaphragm support arrangement of claim 6, wherein one end of the worm (15) is detachably connected to a first crank (16) through the side wall of the sleeve (12).
8. The precast T-beam diaphragm support apparatus of claim 5, wherein the drive assembly comprises:
the first bevel gear is positioned above the clamping block (13) and is connected with the upper end of the screw rod (7) in a key way; and
And a second bevel gear which is rotatably connected in the sleeve (12) and is meshed with the first bevel gear for transmission.
9. The prefabricated T-beam diaphragm support apparatus of claim 8 wherein said second bevel gear keyed swivel shaft has a second crank removably attached at one end thereof through said sleeve (12) sidewall.
10. The prefabricated T-beam diaphragm support device according to any one of claims 1 to 9, wherein a side plate (2) is fixedly connected vertically below one end of the pallet (1) in the length direction, and an inclined stay bar (3) is fixedly connected between the pallet (1) and the side plate (2).
CN202420047283.4U 2024-01-09 2024-01-09 Precast T roof beam diaphragm strutting arrangement Active CN221760475U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202420047283.4U CN221760475U (en) 2024-01-09 2024-01-09 Precast T roof beam diaphragm strutting arrangement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202420047283.4U CN221760475U (en) 2024-01-09 2024-01-09 Precast T roof beam diaphragm strutting arrangement

Publications (1)

Publication Number Publication Date
CN221760475U true CN221760475U (en) 2024-09-24

Family

ID=92785761

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202420047283.4U Active CN221760475U (en) 2024-01-09 2024-01-09 Precast T roof beam diaphragm strutting arrangement

Country Status (1)

Country Link
CN (1) CN221760475U (en)

Similar Documents

Publication Publication Date Title
US4036466A (en) Flying deck-type concrete form installation
CN110439270B (en) Construction method of post-cast strip disassembly-free support system
CN115258899A (en) A positioning device for box girder hoisting frame of expressway bridge
CN111764686A (en) A floor deck support device
CN106522282A (en) Liftable post-cast strip template structure and system and construction method thereof
CN111424674A (en) A kind of foundation pit reverse method steel pipe structure column docking platform and docking method
CN221760475U (en) Precast T roof beam diaphragm strutting arrangement
CN118622006A (en) A silo sliding form support device
CN206418523U (en) A kind of liftable post-cast strip template structure and system
CN213742286U (en) Grain depot silo sliding form structure
CN211691452U (en) Concrete structure building formwork system
CN111561150A (en) Post-cast strip supporting system
CN222375931U (en) An adjustable elevator shaft operating platform
CN219638391U (en) Standard plane multi-clamping template for water inlet tower construction
CN221822769U (en) A mobile hydraulic support formwork for dismantling a high-speed bridge
CN216945897U (en) Precast beam framework of steel reinforcement stop device
CN220580540U (en) A kind of building construction formwork support mechanism with reinforced structure
CN214993186U (en) Steel-pipe pile support bailey beam supporting structure
CN221956719U (en) Drilling bored concrete pile integration rapid prototyping construction equipment
CN219600030U (en) GIS cutting machine
CN221681568U (en) A frame type road casting template
CN221682547U (en) A face limit protection support for building carrier plate construction
CN221702136U (en) Assembled die block structure of triumph door pier shaft hunch portion
CN117718936B (en) Construction site building material transferring and stacking device
CN222161983U (en) Large-span board early-dismantling assembly

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant