CN207245243U - Prefabricated superimposed sheet vertical supporting device - Google Patents
Prefabricated superimposed sheet vertical supporting device Download PDFInfo
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- CN207245243U CN207245243U CN201721262392.4U CN201721262392U CN207245243U CN 207245243 U CN207245243 U CN 207245243U CN 201721262392 U CN201721262392 U CN 201721262392U CN 207245243 U CN207245243 U CN 207245243U
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Abstract
本实用新型提供一种装配式预制叠合板竖向支撑装置,包括用于竖向支撑的一对立杆,两立杆之间设有加固横杆,所述立杆顶端固接有槽钢,槽钢两侧设有固定螺栓;立杆底部设有底板,底板上设有螺栓孔;立杆上还固定在轮扣,轮扣上设有插接孔;横杆两端设有突牙,突牙分别插入两立杆的轮扣插接孔中,所述横杆为可伸缩结构;横杆为两直杆打孔并以螺栓连接的结构;轮扣设在基于底板高400mm地位置;轮扣还设在基于上一道轮扣高两米的位置,本实用新型支撑结构占用空间小,整体结构包括顶部的支撑稳定,保证施工进行。
The utility model provides an assembled vertical support device for prefabricated laminated slabs, which comprises a pair of upright rods for vertical support, a reinforcing cross bar is arranged between the two upright rods, and channel steel is fixedly connected to the top of the upright rods, and the groove There are fixed bolts on both sides of the steel; a base plate is provided at the bottom of the pole, and a bolt hole is provided on the base plate; the pole is also fixed on the wheel buckle, and the wheel buckle is provided with an insertion hole; The teeth are respectively inserted into the socket holes of the wheel buckles of the two vertical bars. The horizontal bar is a telescopic structure; the horizontal bar is a structure in which two straight bars are perforated and connected by bolts; The buckle is also located at a position two meters high based on the previous wheel buckle. The supporting structure of the utility model takes up little space, and the overall structure including the support on the top is stable to ensure the progress of construction.
Description
技术领域technical field
本实用新型属于装配式预制叠合板施工技术领域,具体是叠合板竖向支撑结构。The utility model belongs to the technical field of construction of assembled prefabricated laminated slabs, in particular to a vertical support structure of laminated slabs.
背景技术Background technique
在装配式预制叠合板的安装中,一般需要在安装之前在楼板的下方支起竖向支撑,并在支撑上放置木方并且调节支撑的标高,至木方的顶端于周围墙体的顶端标高一致,方可放置楼板。原有的竖向支撑需要先将三脚架底座立于施工场地,再将支撑杆立在三脚架上固定,那么如果楼板跨度大,需要设置多个三脚架,则会占据大量施工场地,影响后续的施工过程,而且顶部放置的木方无法固定,如果调整竖向支撑的位置,木方和容易移动,造成楼板安装时的不稳定,影响安装。In the installation of prefabricated prefabricated laminated panels, it is generally necessary to set up vertical supports under the floor before installation, and place wooden squares on the supports and adjust the elevation of the supports until the top of the wooden squares is at the top level of the surrounding walls Consistent, the floor can be placed. The original vertical support needs to stand the tripod base on the construction site first, and then fix the support rod on the tripod. If the floor span is large, multiple tripods need to be installed, which will occupy a large amount of construction site and affect the subsequent construction process. , and the wooden squares placed on the top cannot be fixed. If the position of the vertical support is adjusted, the wooden squares are easy to move, which will cause instability during floor installation and affect the installation.
实用新型内容Utility model content
本实用新型的发明目的是解决现有技术中竖向支撑结构占用场地大,顶部不稳定的技术问题。The purpose of the invention of the utility model is to solve the technical problems in the prior art that the vertical support structure occupies a large space and the top is unstable.
本实用新型为解决上述问题所采用的技术手段是:The technical means that the utility model adopts for solving the above problem is:
一种装配式预制叠合板竖向支撑装置,包括用于竖向支撑的一对立杆,两立杆之间设有加固横杆,所述立杆顶端固接有槽钢,槽钢两侧设有固定螺栓;立杆底部设有底板,底板上设有螺栓孔;立杆上还固定在轮扣,轮扣上设有插接孔;横杆两端设有突牙,突牙分别插入两立杆的轮扣插接孔中,所述横杆为可伸缩结构。An assembled vertical support device for prefabricated laminated slabs, comprising a pair of upright bars for vertical support, a reinforcement cross bar is provided between the two upright bars, channel steel is fixedly connected to the top of the upright bar, and channel steel is installed on both sides There are fixing bolts; there is a bottom plate at the bottom of the pole, and there are bolt holes on the bottom plate; the pole is also fixed on the wheel buckle, and there are insertion holes on the wheel buckle; there are protruding teeth at both ends of the cross bar, and the protruding teeth are respectively inserted into two In the wheel buckle insertion hole of the vertical pole, the crossbar is a telescopic structure.
本实用新型支撑结构占用空间小,整体结构包括顶部的支撑稳定,保证施工进行。The supporting structure of the utility model takes up little space, and the overall structure including the support on the top is stable to ensure the progress of construction.
横杆为两直杆打孔并以螺栓连接的结构。The cross bar is a structure in which two straight bars are punched and connected by bolts.
轮扣设在基于底板高400mm地位置。The wheel buckle is located at a position based on the base plate height of 400mm.
轮扣还设在基于上一道轮扣高两米的位置。The wheel buckle is also set at a position that is two meters high based on the previous wheel buckle.
附图说明Description of drawings
图1为本实用新型正面图;Fig. 1 is a front view of the utility model;
图2为可伸缩的横杆结构图;Fig. 2 is a telescopic cross bar structural diagram;
图3为轮扣结构图;Fig. 3 is a structural diagram of the wheel buckle;
图4为底座结构图。Figure 4 is a structural diagram of the base.
图中:楼板1、木方2、固定螺栓3、槽钢4、立杆5、轮扣6、插接孔61、横杆7、突牙 8、底座9。Among the figure: floor slab 1, wood square 2, fixing bolt 3, channel steel 4, vertical rod 5, wheel buckle 6, socket hole 61, cross bar 7, protruding tooth 8, base 9.
具体实施方式Detailed ways
下面结合附图对本实用新型具体说明,如图1至4所示的一种装配式预制叠合板竖向支撑装置,包括有槽钢4、用于竖向支撑的一对立杆5、轮扣6、横杆7、底座9。其中立杆5 顶端分别固接一个槽钢4,槽钢4两侧设有固定螺栓3;立杆5上还固定安装有轮扣6,轮扣 6上设有插接孔61;两立杆5之间设有加固横杆7,横杆7两端设有突牙8,突牙8分别插入两立杆的轮扣插接孔61中。横杆7做成可伸缩结构,用于适应立杆5间不同的间距需要。立杆5底部设有底板9,底板上设有螺栓孔,立杆5通过螺栓直接固定在地面上。The utility model will be described in detail below in conjunction with the accompanying drawings. A vertical support device for assembled prefabricated laminated panels as shown in FIGS. , cross bar 7, base 9. Wherein the top of the vertical rod 5 is fixedly connected with a channel steel 4 respectively, and the two sides of the channel steel 4 are provided with fixing bolts 3; the vertical rod 5 is also fixedly equipped with a wheel buckle 6, and the wheel buckle 6 is provided with an insertion hole 61; 5 is provided with reinforcement cross bar 7, and cross bar 7 two ends are provided with protruding teeth 8, and protruding teeth 8 are respectively inserted in the wheel buckle insertion hole 61 of two vertical rods. The cross bar 7 is made into a telescopic structure, which is used to adapt to the needs of 5 different spacings between the vertical bars. The bottom of the pole 5 is provided with a base plate 9, and the base plate is provided with bolt holes, and the pole 5 is directly fixed on the ground by bolts.
横杆7为两直杆打孔、螺栓连接的结构。Cross bar 7 is the structure that two straight bars are punched and bolted.
轮扣6设在基于底板9高400mm地位置。The wheel buckle 6 is located at a height of 400 mm based on the bottom plate 9 .
轮扣6还设在基于上一道轮扣高两米的位置。Wheel buckle 6 is also located at the position based on the high two meters of last road buckle.
在安装预制叠合板时,在预安装楼板的下方支起新的竖向支撑,找好支撑点,通过底座的上螺栓孔,用螺栓对立杆5进行地面固定。立杆5上设可调长度结构,调节竖向支撑的标高。调节横杆7长度并将横杆7的两端插入两个立杆5的轮扣6,进行二次加固。然后放置木方2于立杆顶部的槽钢4中并用固定螺栓3锁紧木方2,最后将楼板1安装到相应位置,这样极大减少了支撑的占地面积,方便了后续施工。When installing the prefabricated laminated slab, set up a new vertical support under the pre-installed floor, find a good support point, and fix the vertical rod 5 on the ground with bolts through the upper bolt holes of the base. An adjustable length structure is established on the pole 5 to adjust the elevation of the vertical support. Adjust the length of the cross bar 7 and insert the two ends of the cross bar 7 into the wheel buckles 6 of the two vertical bars 5 for secondary reinforcement. Then place the wooden square 2 in the channel steel 4 on the top of the pole and lock the wooden square 2 with the fixing bolt 3, and finally install the floor 1 to the corresponding position, which greatly reduces the occupied area of the support and facilitates the subsequent construction.
本实用新型放弃原有大三角架底座,使用本地施工现场原有的快拆脚手架为支撑,脚手架杆为立杆,立杆底端的安装座为底座,用螺栓直接将立杆直接固定在地面上,固定非常方便,杆件的端部小,不占空间。两立杆上安装支撑结构进行连接加固,例如在立杆上安装轮扣,同时将原有的快拆脚手架横杆改成可调节距离式横杆。立杆顶部放置螺栓处加设螺栓孔,可以对支撑顶部的螺栓进行固定,防止其因支撑移动而发生移动。The utility model abandons the original large tripod base, and uses the original quick-dismantled scaffolding at the local construction site as a support. The scaffolding rod is a vertical rod, and the mounting seat at the bottom of the vertical rod is a base. The vertical rod is directly fixed on the ground with bolts. , It is very convenient to fix, the end of the rod is small and does not take up space. The support structure is installed on the two poles for connection and reinforcement, such as the installation of wheel buckles on the poles, and at the same time, the original quick-release scaffold crossbar is changed to an adjustable distance crossbar. A bolt hole is added at the place where the bolt is placed on the top of the pole, which can fix the bolt on the top of the support and prevent it from moving due to the movement of the support.
Claims (4)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721262392.4U CN207245243U (en) | 2017-09-28 | 2017-09-28 | Prefabricated superimposed sheet vertical supporting device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721262392.4U CN207245243U (en) | 2017-09-28 | 2017-09-28 | Prefabricated superimposed sheet vertical supporting device |
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| CN207245243U true CN207245243U (en) | 2018-04-17 |
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| CN201721262392.4U Active CN207245243U (en) | 2017-09-28 | 2017-09-28 | Prefabricated superimposed sheet vertical supporting device |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281425A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of prefabricated concrete floor and its construction method |
| CN110080537A (en) * | 2019-04-29 | 2019-08-02 | 舜元建设(集团)有限公司 | A kind of prefabricated superimposed sheet positioning lifting method for supporting |
-
2017
- 2017-09-28 CN CN201721262392.4U patent/CN207245243U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109281425A (en) * | 2018-10-24 | 2019-01-29 | 江苏中南建筑产业集团有限责任公司 | A kind of prefabricated concrete floor and its construction method |
| CN110080537A (en) * | 2019-04-29 | 2019-08-02 | 舜元建设(集团)有限公司 | A kind of prefabricated superimposed sheet positioning lifting method for supporting |
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| TR01 | Transfer of patent right |
Effective date of registration: 20250623 Address after: 064200 Hebei Province, Zunhua City, Jinshan Industrial Park, east side of Tangzun Railway Patentee after: 22MCC Group (Tangshan) Green Assembly Intelligent Manufacturing Co.,Ltd. Country or region after: China Patentee after: China MCC22 Group Corp.,Ltd. Address before: 064000 Hebei province Fengrun District No. 16 Tangshan City road of happiness Patentee before: China MCC22 Group Corp.,Ltd. Country or region before: China |
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