CN216840730U - A quick installation and disassembly of the inclined support device - Google Patents
A quick installation and disassembly of the inclined support device Download PDFInfo
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- 229910000831 Steel Inorganic materials 0.000 description 5
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Abstract
Description
技术领域technical field
本实用新型涉及预制柱(墙)的安装技术领域,尤其是一种快速安装拆卸的斜支撑装置。The utility model relates to the technical field of installation of prefabricated columns (walls), in particular to an inclined support device for quick installation and disassembly.
背景技术Background technique
本文中的斜支撑装置是用于预制柱、剪力墙等竖向构件的安装支撑。目前,现有技术中的预制柱、剪力墙安装需要搭设安装支架,并且在施工后有需要切割去除支撑连接,其导致了施工效率低,延长了施工周期,并且无法实现重复利用。The inclined support device in this paper is used for the installation and support of vertical members such as prefabricated columns and shear walls. At present, the installation of prefabricated columns and shear walls in the prior art requires erecting mounting brackets, and it is necessary to cut and remove support connections after construction, which leads to low construction efficiency, prolongs construction period, and cannot be reused.
如专利申请号为“202110422259.5”、名称为“一种用于装配式建筑的预制柱接点安装连接方法”的中国发明专利,其包括步骤:步骤1、设置连接柱,步骤2、设置预制柱,步骤3、吊运预制柱,将预制柱垂直吊运在连接柱上方,在连接凸台上铺设座浆;步骤4、使预制柱下端的连接凹台套设在连接柱端头的连接凸台上,使每根上钢筋连接柱与对应的下钢筋连接柱对齐,使用斜支撑对预制柱进行支撑;步骤5、使下钢筋连接柱上的螺纹连接套筒牢固连接在上钢筋连接柱上;步骤6、在预制柱和连接柱接头位置环绕架设浇筑模板,通过倾斜式灌浆口向模板内浇筑混凝土;步骤7、混凝土凝固后拆除模板,并拆除斜支撑,完成预制柱和连接柱连接。For example, the Chinese invention patent with the patent application number of "202110422259.5" and the title of "a prefabricated column joint installation and connection method for prefabricated buildings" includes steps:
再如专利申请号为“201910902009.4”、名称为“装配式建筑施工方法及叠合板施工支撑系统”的中国发明专利,其包括固定预制柱、待安装预制柱、叠合梁和叠合板,在叠合板底部设置有支撑架,所述支撑架与叠合梁或/和固定预制柱进行固定连接;所述待安装预制柱与固定预制柱之间通过连接套筒连接;所述固定预制柱和叠合梁之间使用斜支撑进行固定;并在固定预制柱、待安装预制柱、叠合梁和叠合板使用模板进行补齐,形成浇筑区域。Another example is the Chinese invention patent with the patent application number of "201910902009.4" and the title of "Assembled Building Construction Method and Laminated Board Construction Support System", which includes fixed prefabricated columns, prefabricated columns to be installed, laminated beams and laminated plates. A support frame is arranged at the bottom of the plywood, and the support frame is fixedly connected with the superimposed beam or/and the fixed prefabricated column; the prefabricated column to be installed and the fixed prefabricated column are connected by a connecting sleeve; the fixed prefabricated column and the stacked prefabricated column are connected Use diagonal braces to fix between the composite beams; and use templates to fill up the fixed prefabricated columns, prefabricated columns to be installed, stacked beams and stacked slabs to form a pouring area.
再如专利申请号为“202110718461.2”、名称为“一种带后浇段的预制剪力墙的施工装置及施工方法”的中国发明专利,其包括预制剪力墙、固定支撑件、升降支撑件和可调斜支撑;预制剪力墙的底部两侧分别设置固定端和调整端;固定支撑连接固定端和楼面;升降支撑件与固定支撑件相对设置并与调整端相连,并安装有驱动调整端升降的伸缩驱动机构;可调斜支撑设置包括至少一倾斜支撑件,倾斜支撑件的一端连接楼面,另一端连接剪力墙的正面,用以调整预制剪力墙的平面外方向位置。Another example is the Chinese invention patent with the patent application number of "202110718461.2" and the title of "a construction device and construction method for a prefabricated shear wall with a post-cast section", which includes a prefabricated shear wall, a fixed support, and a lifting support. and adjustable inclined support; fixed ends and adjustment ends are respectively set on both sides of the bottom of the prefabricated shear wall; the fixed support is connected to the fixed end and the floor; the lifting support is arranged opposite the fixed support and connected to the adjustment end, and a drive is installed. A telescopic drive mechanism for adjusting the lifting of the end; the adjustable inclined support arrangement includes at least one inclined support, one end of the inclined support is connected to the floor, and the other end is connected to the front of the shear wall to adjust the out-of-plane direction position of the prefabricated shear wall .
通过上述技术可以看出,传统的预制柱、剪力墙在浇筑安装前需要开孔设置斜支撑的连接固定机构,并且在浇筑后又需要进行切割,其无法进行重复利用,增加了设备投入成本,并且拆卸效率较低。It can be seen from the above technologies that the traditional prefabricated columns and shear walls need to be opened to provide a connection and fixing mechanism for oblique support before pouring and installation, and they need to be cut after pouring, which cannot be reused and increases equipment investment costs. , and the disassembly efficiency is low.
因此,急需要提出一种结构简单、安装连接可靠、重复利用、施工效率高的快速安装拆卸的斜支撑装置。Therefore, there is an urgent need to propose a quick installation and disassembly inclined support device with simple structure, reliable installation and connection, repeated use and high construction efficiency.
实用新型内容Utility model content
针对上述问题,本实用新型的目的在于提供一种快速安装拆卸的斜支撑装置,本实用新型采用的技术方案如下:In view of the above-mentioned problems, the purpose of this utility model is to provide a kind of inclined support device for quick installation and disassembly, and the technical scheme adopted by this utility model is as follows:
一种快速安装拆卸的斜支撑装置,用于预制立式部的安装,并连接在混凝土底板与预制立式部之间;所述混凝土底板包括预制底板和现浇筑层;所述预制立式部为预制柱或剪力墙。所述快速安装拆卸的斜支撑装置包括设置在现浇筑层内的预制底座,插入预制底座内、并与预制底座的上部套设连接的下连接环,预制或开孔置于预制立式部内、且带有内螺纹的螺杆安装筒,贴合在预制立式部上的上连接环座,贯穿上连接环座设置、且与螺杆安装筒连接的螺杆,设置在上连接环座上的上连接环,以及设置在上连接环与下连接环之间的伸缩连接杆;所述螺杆将上连接环座挤压固定在预制立式部上。A quick installation and disassembly inclined support device is used for the installation of a prefabricated vertical part and is connected between a concrete base plate and a prefabricated vertical part; the concrete base plate comprises a prefabricated base plate and a cast-in-place layer; the prefabricated vertical part For precast columns or shear walls. The quick installation and disassembly of the inclined support device includes a prefabricated base set in the cast-in-place layer, a lower connecting ring inserted into the prefabricated base and sleeved and connected with the upper part of the prefabricated base, and a prefabricated or open hole is placed in the prefabricated vertical part. And the screw mounting barrel with internal thread is attached to the upper connecting ring seat on the prefabricated vertical part, the screw disposed through the upper connecting ring seat and connected with the screw mounting barrel is arranged on the upper connecting ring seat on the upper connecting ring seat. a ring, and a telescopic connecting rod arranged between the upper connecting ring and the lower connecting ring; the screw rod presses and fixes the upper connecting ring seat on the prefabricated vertical part.
进一步地,所述上连接环座与螺杆之间还设置有一螺杆垫板。Further, a screw backing plate is also arranged between the upper connecting ring seat and the screw.
进一步地,所述伸缩连接杆包括套设在下连接环上的下螺杆连接座,套设在上连接环上的上螺杆连接座,端部设置有螺纹、且与下螺杆连接座和上螺杆连接座一一对应连接的斜拉杆。Further, the telescopic connecting rod includes a lower screw connection seat sleeved on the lower connection ring, an upper screw connection seat sleeved on the upper connection ring, the end is provided with threads, and is connected with the lower screw connection seat and the upper screw rod. The tie rods are connected in one-to-one correspondence with the seats.
进一步地,所述预制底座包括设置在现浇筑层内、且呈儿字形状的预埋管,以及设置在现浇筑层内、且与预埋管垂直布设的横向钢筋。Further, the prefabricated base includes a pre-embedded pipe in the cast-in-place layer and in the shape of a zigzag, and a transverse steel bar disposed in the cast-in-place layer and arranged perpendicular to the pre-embedded pipe.
更进一步地,所述下连接环包括下部插入预埋管内、且与预埋管共同组成几字形状的U型管,以及设置在U型管内的横向连接杆。Further, the lower connecting ring includes a U-shaped pipe whose lower part is inserted into the embedded pipe and forms a zigzag shape together with the embedded pipe, and a transverse connecting rod arranged in the U-shaped pipe.
优选地,所述预埋管的上部与现浇筑层的上部齐平。Preferably, the upper part of the embedded pipe is flush with the upper part of the cast-in-place layer.
与现有技术相比,本实用新型具有以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:
(1)本实用新型巧妙地设置了插入连接的预制底座和下连接环,既能保证斜支撑的连接,又能快速取下,无需要对其进行切割,后期预制底座预留在现浇筑层内,也能起到增强一定的强度的作用,实现一举三得的效果;(1) The utility model cleverly sets a prefabricated base and a lower connecting ring that are inserted into the connection, which can not only ensure the connection of the oblique support, but also can be quickly removed without the need to cut it. It can also play a role in enhancing a certain strength and achieve the effect of killing three birds with one stone;
(2)本实用新型通过在预制柱、剪力墙预制或开孔设置螺杆安装筒,以便于螺杆、上连接环座和螺杆垫板的快速连接,并且其安装拆卸便捷;(2) In the present invention, the screw installation cylinder is arranged on the prefabricated column, shear wall prefabrication or opening, so as to facilitate the quick connection of the screw rod, the upper connecting ring seat and the screw backing plate, and its installation and disassembly are convenient;
(3)本实用新型通过设置下连接环和上连接环,供伸缩连接杆的端部连接,其可提供旋转的活动空间,即绕连接环旋转,其操作更灵活可靠;(3) In the present invention, the lower connecting ring and the upper connecting ring are arranged to connect the ends of the telescopic connecting rod, which can provide a rotating activity space, that is, rotate around the connecting ring, and its operation is more flexible and reliable;
(4)本实用新型通过设置伸缩连接杆,以调整斜支撑的距离,其动作可靠;(4) The utility model adjusts the distance of the oblique support by setting the telescopic connecting rod, and its action is reliable;
综上所述,本实用新型具有结构简单、安装连接可靠、重复利用、施工效率高等优点,在预制柱(墙)的安装技术领域具有很高的实用价值和推广价值。To sum up, the utility model has the advantages of simple structure, reliable installation and connection, reuse, and high construction efficiency, and has high practical value and popularization value in the technical field of prefabricated column (wall) installation.
附图说明Description of drawings
为了更清楚地说明本实用新型实施例的技术方案,下面将对实施例中所需使用的附图作简单介绍,应当理解,以下附图仅示出了本实用新型的某些实施例,因此不应被看作是对保护范围的限定,对于本领域技术人员来说,在不付出创造性劳动的前提下,还可以根据这些附图获得其他相关的附图。In order to illustrate the technical solutions of the embodiments of the present invention more clearly, the following drawings will briefly introduce the drawings used in the embodiments. It should be understood that the following drawings only show some embodiments of the present invention, therefore It should not be regarded as a limitation on the scope of protection. For those skilled in the art, other related drawings can also be obtained based on these drawings without creative effort.
图1为本实用新型的结构示意图。Figure 1 is a schematic structural diagram of the utility model.
图2为本实用新型的右视图。Figure 2 is a right side view of the utility model.
图3为本实用新型的预制底座和下连接环的安装示意图。FIG. 3 is a schematic view of the installation of the prefabricated base and the lower connecting ring of the present invention.
图4为本实用新型的预制底座的安装示意图。FIG. 4 is a schematic view of the installation of the prefabricated base of the present invention.
图5为本实用新型的下连接环的安装示意图。FIG. 5 is a schematic view of the installation of the lower connecting ring of the present invention.
上述附图中,附图标记对应的部件名称如下:In the above drawings, the names of the parts corresponding to the reference numerals are as follows:
1、预制底板;2、现浇筑层;3、预制立式部;41、预制底座;42、下连接环;43、螺杆;44、上连接环座;45、上连接环;46、伸缩连接杆;47、螺杆垫板;411、预埋管;412、横向钢筋;413、套管;421、U型管;422、横向连接杆;461、下螺杆连接座;462、上螺杆连接座;463、斜拉杆。1. Prefabricated bottom plate; 2. Cast-in-place layer; 3. Prefabricated vertical part; 41. Prefabricated base; 42. Lower connecting ring; 43. Screw; 44. Upper connecting ring seat; 45. Upper connecting ring; 46. Telescopic connection Rod; 47, screw backing plate; 411, embedded pipe; 412, transverse reinforcement; 413, casing; 421, U-shaped pipe; 422, transverse connecting rod; 461, lower screw connection seat; 462, upper screw connection seat; 463. Tie rod.
具体实施方式Detailed ways
为使本申请的目的、技术方案和优点更为清楚,下面结合附图和实施例对本实用新型作进一步说明,本实用新型的实施方式包括但不限于下列实施例。基于本申请中的实施例,本领域普通技术人员在没有做出创造性劳动的前提下所获得的所有其他实施例,都属于本申请保护的范围。In order to make the purpose, technical solutions and advantages of the present application clearer, the present utility model will be further described below with reference to the accompanying drawings and examples. The embodiments of the present utility model include but are not limited to the following examples. Based on the embodiments in the present application, all other embodiments obtained by those of ordinary skill in the art without creative work shall fall within the protection scope of the present application.
实施例Example
如图1至图5所示,本实施例提供了一种快速安装拆卸的斜支撑装置,用于预制立式部3的安装,并连接在混凝土底板与预制立式部3之间;所述混凝土底板包括预制底板1和现浇筑层2;所述预制立式部3为预制柱或剪力墙。需要说明的是,本实施例中所述的“第一”、“第二”等序号用语仅用于区分同类部件,不能理解成对保护范围的特定限定。另外,本实施例中所述“底部”、“顶部”、“四周边缘”、“中央”等方位性用语是基于附图来说明的。As shown in FIG. 1 to FIG. 5 , the present embodiment provides a quick installation and disassembly of the inclined support device, which is used for the installation of the prefabricated
在本实施例中,快速安装拆卸的斜支撑装置包括设置在现浇筑层2内的预制底座41,插入预制底座41内、并与预制底座41的上部套设连接的下连接环42,预制或开孔置于预制立式部3内、且带有内螺纹的螺杆安装筒,贴合在预制立式部3上的上连接环座44,贯穿上连接环座44设置、且与螺杆安装筒连接的螺杆43,设置在上连接环座44上的上连接环45,设置在上连接环45与下连接环42之间的伸缩连接杆46,以及设置在上连接环座44与螺杆43之间的螺杆垫板47。所述螺杆43将上连接环座44挤压固定在预制立式部3上。在本实施例中,伸缩连接杆46包括套设在下连接环42上的下螺杆连接座461,套设在上连接环45上的上螺杆连接座462,端部设置有螺纹、且与下螺杆连接座461和上螺杆连接座462一一对应连接的斜拉杆463。在本实施例中,将下连接环42套设在下螺杆连接座461上,且上螺杆连接座462套设在上连接环45内。在预制底座41与横向钢筋412绑扎后(即现浇筑层浇筑前需要进行钢筋绑扎),浇筑完成后,即可将下连接环42插入预制底座41内,通过旋转斜拉杆463便可调整预制柱或剪力墙的位置。In this embodiment, the fast-installed and disassembled inclined support device includes a
如图3至图5所示,本实施例的预制底座41包括设置在现浇筑层2内、且呈儿字形状的预埋管411,以及设置在现浇筑层2内、且与预埋管411垂直布设的横向钢筋412。其中,预埋管411的上部与现浇筑层2的上部齐平。另外,本实施例的下连接环42包括下部插入预埋管411内、且与预埋管411共同组成几字形状的U型管421,以及设置在U型管421内的横向连接杆422。As shown in FIGS. 3 to 5 , the
在本实施例中,预埋管411与横向钢筋412绑扎连接,并且被浇筑在现浇筑层内,其既能作为钢材连接,又能提供快速连接拆卸的支撑点。在拆卸时,松下伸缩连接杆46,便可取出下连接环42。其中,下连接环42、螺杆43、上连接环座44、上连接环45、伸缩连接杆46和螺杆垫板47都可以重复利用。In this embodiment, the embedded
上述实施例仅为本实用新型的优选实施例,并非对本实用新型保护范围的限制,但凡采用本实用新型的设计原理,以及在此基础上进行非创造性劳动而作出的变化,均应属于本实用新型的保护范围之内。The above-mentioned embodiments are only the preferred embodiments of the present invention, and are not intended to limit the scope of protection of the present invention. Any changes made by adopting the design principles of the present invention and non-creative work on this basis shall belong to the present invention. within the scope of the new protection.
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Granted publication date: 20220628 |