CN218970691U - Temporary inclined support structure of assembled building - Google Patents

Temporary inclined support structure of assembled building Download PDF

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CN218970691U
CN218970691U CN202222580747.1U CN202222580747U CN218970691U CN 218970691 U CN218970691 U CN 218970691U CN 202222580747 U CN202222580747 U CN 202222580747U CN 218970691 U CN218970691 U CN 218970691U
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prefabricated member
vertical
oblique
horizontal
adjusting
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卿运元
卿涛颖
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Hunan Futang Meizhai Technology Co.,Ltd.
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Loudi Futang Zhuyou Technology Co ltd
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Abstract

本申请提供一种装配式建筑的临时斜支撑结构,包括水平预制件、竖向预制件、横向支撑组件和斜向支撑组件。竖向预制件的侧壁上设有凸扣连接件,斜向支撑组件包括斜杆和搭扣连接件,斜杆的底端连接横向支撑组件,搭扣连接件通过销轴铰接在斜杆的顶端;搭扣连接件的朝向竖向预制件的侧壁上设有连接扣孔,连接扣孔具有彼此连通的通过部和锁定部,锁定部位于通过部的上方;通过部可供限位板通过,锁定部可供固定柱通过,且锁定部的宽度小于限位板的宽度。通过凸扣连接件与搭扣连接件的配合完成斜向支撑组件与竖向预制件之间的连接,不仅方便斜向支撑组件的安拆,还无需施工人员在高处作业,避免了施工人员从高处掉落的风险。

Figure 202222580747

The present application provides a temporary oblique support structure for a prefabricated building, including horizontal prefabricated parts, vertical prefabricated parts, lateral support components and oblique support components. The side wall of the vertical prefabricated part is provided with a convex buckle connector, the oblique support assembly includes an oblique rod and a hasp connector, the bottom end of the oblique rod is connected to the horizontal support assembly, and the hasp connector is hinged to the side of the oblique rod through a pin. The top; the side wall of the buckle connector facing the vertical prefabricated part is provided with a connecting button hole, and the connecting button hole has a passing part and a locking part communicating with each other, and the locking part is located above the passing part; the passing part can be used for the limit plate Through, the locking portion can pass through the fixing column, and the width of the locking portion is smaller than the width of the limiting plate. The connection between the oblique support component and the vertical prefabricated part is completed through the cooperation of the convex buckle connector and the buckle connector, which not only facilitates the installation and disassembly of the oblique support component, but also does not require construction personnel to work at high places, avoiding construction personnel Risk of falling from heights.

Figure 202222580747

Description

一种装配式建筑的临时斜支撑结构A temporary oblique support structure for prefabricated buildings

技术领域technical field

本申请涉及装配式建筑领域,尤其涉及一种装配式建筑的临时斜支撑结构。The present application relates to the field of prefabricated buildings, in particular to a temporary oblique support structure for prefabricated buildings.

背景技术Background technique

近年来,随着新建筑技术和材料的不断发展与进步,装配式建筑因其具有施工方便快速、工期短、节约造价、减少污染浪费的特点得到了广泛的应用。装配式建筑主要采用预制柱、预制梁以及预制墙体等装配而成。其中,为了保证预制墙体的稳定以及安装的垂直度,预制墙体在安装时需要采用斜支撑进行临时固定。In recent years, with the continuous development and progress of new building technologies and materials, prefabricated buildings have been widely used because of their characteristics of convenient and fast construction, short construction period, cost saving, and reducing pollution and waste. Prefabricated buildings are mainly assembled with prefabricated columns, prefabricated beams and prefabricated walls. Among them, in order to ensure the stability of the prefabricated wall and the verticality of the installation, the prefabricated wall needs to be temporarily fixed with oblique supports during installation.

相关技术中,斜支撑的安装大多需要施工人员借助工具攀爬到预制墙体较高的位置进行高处作业,以将斜支撑安装在预制墙体上。例如,申请号为202121503728.8的实用新型专利公开了一种预制墙板的斜支撑,该斜支撑在安装时需要施工人员在高处通过螺钉将支撑板固定在墙板上。这导致斜支撑在安装时不但较为烦琐,还存在施工人员从高处掉落的风险。In the related art, most of the installation of the oblique support requires construction personnel to use tools to climb to a higher position of the prefabricated wall to perform high-altitude operations, so as to install the oblique support on the prefabricated wall. For example, the utility model patent with the application number 202121503728.8 discloses a kind of oblique support for prefabricated wallboards. When installing the oblique supports, construction workers need to fix the support boards to the wallboards with screws at a high place. As a result, the oblique support is not only cumbersome to install, but also has the risk of construction personnel falling from a high place.

发明内容Contents of the invention

本申请实施例提供一种装配式建筑的临时斜支撑结构,包括水平预制件、竖向预制件、横向支撑组件和斜向支撑组件,所述竖向预制件设置在所述水平预制件上;An embodiment of the present application provides a temporary oblique support structure for a prefabricated building, including a horizontal prefabricated part, a vertical prefabricated part, a lateral support assembly and an oblique support assembly, and the vertical prefabricated part is arranged on the horizontal prefabricated part;

所述竖向预制件的侧壁上设有凸扣连接件,所述凸扣连接件包括固定柱和限位板,所述固定柱的部分柱体预埋在所述竖向预制件内,所述固定柱的另一部分柱体外露于所述竖向预制件,所述限位板连接在所述固定柱的外露于所述竖向预制件的一端,所述限位板的外缘凸出于所述固定柱的侧壁;The side wall of the vertical prefabricated part is provided with a convex buckle connector, and the convex buckle connector includes a fixed column and a limit plate, and part of the fixed column is embedded in the vertical prefabricated part. The other part of the fixed column is exposed to the vertical prefabricated part, the limiting plate is connected to one end of the fixed column exposed to the vertical prefabricated part, and the outer edge of the limiting plate protrudes out of the sidewall of the fixed column;

所述横向支撑组件的底端固定在水平预制件上,所述横向支撑组件的侧端固定在所述竖向预制件的下部;所述斜向支撑组件包括斜杆和搭扣连接件,所述斜杆的底端连接所述横向支撑组件,所述搭扣连接件通过销轴铰接在所述斜杆的顶端;The bottom end of the horizontal support assembly is fixed on the horizontal prefabricated part, and the side end of the horizontal support assembly is fixed on the lower part of the vertical prefabricated part; The bottom end of the oblique rod is connected to the transverse support assembly, and the snap connector is hinged to the top of the oblique rod through a pin;

所述搭扣连接件的朝向所述竖向预制件的侧壁上设有连接扣孔,所述连接扣孔具有彼此连通的通过部和锁定部,所述锁定部位于所述通过部的上方;所述通过部可供所述限位板通过,所述锁定部可供所述固定柱通过,且所述锁定部的宽度小于所述限位板的宽度。A connection button hole is provided on the side wall of the snap connector facing the vertical prefabricated part, the connection button hole has a passing portion and a locking portion communicated with each other, and the locking portion is located above the passing portion ; The passing portion can pass through the limiting plate, the locking portion can pass through the fixing column, and the width of the locking portion is smaller than the width of the limiting plate.

本申请实施例提供的装配式建筑的临时斜支撑结构,通过凸扣连接件与搭扣连接件的配合完成斜向支撑组件与竖向预制件之间的连接,不仅方便斜向支撑组件的安拆,还无需施工人员在高处作业,避免了施工人员从高处掉落的风险。The temporary oblique support structure of the prefabricated building provided by the embodiment of the present application completes the connection between the oblique support assembly and the vertical prefabricated part through the cooperation of the convex buckle connector and the buckle connector, which not only facilitates the installation of the oblique support assembly It can be dismantled without the need for construction personnel to work at high places, avoiding the risk of construction personnel falling from high places.

在其中一种可能的实施方式中,本申请实施提供的装配式建筑的临时斜支撑结构,所述斜杆包括调节管和连接管,所述调节管的相对两端各具有一个插入部,所述插入部的外壁面上设有外螺纹;In one of the possible implementations, the present application provides a temporary slanting support structure for a prefabricated building, the slanting rod includes an adjusting pipe and a connecting pipe, and the opposite ends of the adjusting pipe each have an insertion part, so The outer wall of the insertion part is provided with external threads;

两个所述插入部上分别套设有一个所述连接管,所述连接管的内壁面上设有内螺纹,所述插入部的外螺纹与所述连接管的内螺纹配合连接。One of the connecting pipes is sheathed on the two inserting parts respectively, the inner wall surface of the connecting pipe is provided with internal thread, and the external thread of the inserting part cooperates with the internal thread of the connecting pipe.

在其中一种可能的实施方式中,本申请实施提供的装配式建筑的临时斜支撑结构,所述横向支撑组件包括底板、底架和水平顶杆,所述底架固定在所述底板上,所述水平顶杆连接在所底架的朝向所述竖向预制件的一端;In one of the possible implementations, the present application implements the temporary oblique support structure of the prefabricated building, the lateral support assembly includes a bottom plate, an underframe and a horizontal ejector rod, the underframe is fixed on the bottom plate, The horizontal push rod is connected to one end of the bottom frame facing the vertical prefabricated part;

所述底板上设有若干个第一固定孔,所述底板通过穿设在所述第一固定孔上的螺栓与所述水平预制件连接;The base plate is provided with several first fixing holes, and the base plate is connected with the horizontal prefabricated part through bolts pierced through the first fixing holes;

所述水平顶杆的朝向所述竖向预制件的一端设有连接板,所述连接板上设有若干个第二固定孔,所述连接板通过穿设在所述第二固定孔上的螺栓与所述竖向预制件连接。One end of the horizontal mandrel facing the vertical prefabricated part is provided with a connecting plate, and the connecting plate is provided with several second fixing holes, and the connecting plate passes through the second fixing holes. Bolts are connected to the vertical prefabricated parts.

在其中一种可能的实施方式中,本申请实施提供的装配式建筑的临时斜支撑结构,所述底架包括两个侧板和两个端板,两个所述端板分别连接在两个所述侧板的相对两端,两个所述端板与两个所述侧板之间围合形成顶部开口的条状槽,两个所述侧板上分别设置有若干个沿水平方向分布的调节通孔,两个所述侧壁上的所述调节通孔一一对称设置;In one of the possible implementations, the present application provides a temporary slanted support structure for a prefabricated building, the base frame includes two side plates and two end plates, and the two end plates are respectively connected to two At the opposite ends of the side plates, the two end plates and the two side plates are enclosed to form a strip-shaped groove with an open top, and the two side plates are respectively provided with several horizontally distributed The adjustment through holes on the two side walls are arranged symmetrically one by one;

所述斜杆的底端设有插入连接件,所述插入连接件的侧壁上设有插孔,所述插入连接件插入所述条状槽内,所述插孔连通所述调节通孔,所述插入连接件与所述底架通过穿设在所述调节通孔和插孔上的螺栓连接。The bottom end of the inclined rod is provided with an insertion connector, the side wall of the insertion connector is provided with a socket, the insertion connector is inserted into the strip groove, and the socket communicates with the adjustment through hole , the plug-in connector is connected to the bottom frame through bolts passing through the adjustment through hole and the socket.

在其中一种可能的实施方式中,本申请实施提供的装配式建筑的临时斜支撑结构,所述条状槽内设有调节块,所述调节块的底端连接所述底板,所述调节块的顶部设有若干个沿水平方向分布的调节槽,每个所述调节槽分别对应连通一个所述调节通孔,所述调节槽的背向所述竖向预制件一侧具有第一弧面,所述第一弧面与所述调节通孔同轴;In one of the possible implementations, the application implements the temporary oblique support structure of the prefabricated building provided, the strip-shaped groove is provided with an adjustment block, the bottom end of the adjustment block is connected to the bottom plate, and the adjustment The top of the block is provided with a number of adjustment slots distributed along the horizontal direction, each of which is connected to one of the adjustment through holes, and the side of the adjustment slot facing away from the vertical preform has a first arc surface, the first arc surface is coaxial with the adjustment through hole;

所述插入连接件的底端具有第二弧面,所述第二弧面与所述第一弧面贴合。The bottom end of the insertion connector has a second arc surface, and the second arc surface fits with the first arc surface.

在其中一种可能的实施方式中,本申请实施提供的装配式建筑的临时斜支撑结构,所述固定柱的预埋在所述竖向预制件内的部分设有加固筋,所述加固筋由所述固定柱的侧壁垂直外伸。In one of the possible implementations, in the temporary oblique support structure of the prefabricated building provided by the application, the part of the fixed column embedded in the vertical prefabricated part is provided with reinforcing ribs, and the reinforcing ribs Vertically protruding from the side wall of the fixing column.

附图说明Description of drawings

为了更清楚地说明本申请实施例或现有技术中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作一简单地介绍,显而易见地,下面描述中的附图是本申请的一些实施例,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 technical solutions in the embodiments of the present application or the prior art, the following will briefly introduce the drawings that need to be used in the description of the embodiments or the prior art. Obviously, the accompanying drawings in the following description These are some embodiments of the present application. Those skilled in the art can also obtain other drawings based on these drawings without any creative effort.

图1是本申请实施例提供的装配式建筑的临时斜支撑结构的结构示意图;Fig. 1 is the schematic structural view of the temporary oblique support structure of the prefabricated building provided by the embodiment of the present application;

图2是本申请实施例提供的装配式建筑的临时斜支撑结构的爆炸示意图;Fig. 2 is an exploded schematic diagram of a temporary diagonal support structure of a prefabricated building provided by an embodiment of the present application;

图3是本申请实施例提供的装配式建筑的临时斜支撑结构中凸扣连接件的结构示意图;Fig. 3 is a schematic structural view of the convex buckle connector in the temporary oblique support structure of the prefabricated building provided by the embodiment of the present application;

图4是本申请实施例提供的装配式建筑的临时斜支撑结构中横向支撑组件与斜向支撑组件的关系示意图;Fig. 4 is a schematic diagram of the relationship between the lateral support component and the diagonal support component in the temporary diagonal support structure of the prefabricated building provided by the embodiment of the present application;

图5是图4中A处的放大示意图;Fig. 5 is the enlarged schematic diagram of place A in Fig. 4;

图6是图4中B处的放大示意图;Fig. 6 is the enlarged schematic view of place B in Fig. 4;

图7是本申请实施例提供的装配式建筑的临时斜支撑结构中横向支撑组件的结构示意图(部分剖面)。Fig. 7 is a structural schematic diagram (partial section) of the transverse support assembly in the temporary diagonal support structure of the prefabricated building provided by the embodiment of the present application.

附图标记说明:Explanation of reference signs:

10-水平预制件;10 - horizontal prefab;

20-竖向预制件;20 - Vertical prefabrication;

30-横向支撑组件;30 - lateral support assembly;

31-底板;31 - bottom plate;

311-第一固定孔;311-the first fixing hole;

32-底架;32 - chassis;

32a-条状槽;32a-strip groove;

321-侧板;321 - side panel;

321a-调节通孔;321a - adjustment through hole;

322-端板;322-end plate;

323-调节块;323-regulating block;

323a-调节槽;323a-regulating groove;

323b-第一弧面;323b-the first arc surface;

33-水平顶杆;33-horizontal ejector rod;

34-连接板;34 - connecting plate;

341-第二固定孔;341-the second fixing hole;

40-斜向支撑组件;40 - oblique support assembly;

41-斜杆;41 - oblique bar;

411-调节管;411-regulating pipe;

411a-外螺纹;411a-external thread;

412-连接管;412 - connecting pipe;

42-搭扣连接件;42-hap connector;

421-连接扣孔;421 - connecting buttonhole;

421a-通过部;421a - through the section;

421b-锁定部;421b - locking part;

43-插入连接件;43 - insert connector;

43a-插孔;43a - jack;

43b-第二弧面;43b-the second arc surface;

44-销轴;44-pin shaft;

50-凸扣连接件;50-convex buckle connector;

51-固定柱;51 - fixed column;

52-限位板;52-limit plate;

53-加强筋;53-reinforcing rib;

60-螺栓;60-bolt;

70-螺母。70 - Nut.

实施方式Implementation

为使本申请的目的、技术方案和优点更加清楚,下面将结合本申请的优选实施例中的附图,对本申请实施例中的技术方案进行更加详细的描述。在附图中,自始至终相同或类似的标号表示相同或类似的部件或具有相同或类似功能的部件。所描述的实施例是本申请一部分实施例,而不是全部的实施例。下面通过参考附图描述的实施例是示例性的,旨在用于解释本申请,而不能理解为对本申请的限制。基于本申请中的实施例,本领域普通技术人员在没有作出创造性劳动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 technical solutions in the embodiments of the present application will be described in more detail below in conjunction with the drawings in the preferred embodiments of the present application. In the drawings, the same or similar reference numerals denote the same or similar components or components having the same or similar functions throughout. The described embodiments are some, but not all, embodiments of the application. The embodiments described below by referring to the figures are exemplary, and are intended to explain the present application, and should not be construed as limiting the present application. Based on the embodiments in this application, all other embodiments obtained by persons of ordinary skill in the art without creative efforts fall within the protection scope of this application.

图1是本申请实施例提供的装配式建筑的临时斜支撑结构的结构示意图;图2是本申请实施例提供的装配式建筑的临时斜支撑结构的爆炸示意图;图3是本申请实施例提供的装配式建筑的临时斜支撑结构中凸扣连接件的结构示意图;图4是本申请实施例提供的装配式建筑的临时斜支撑结构中横向支撑组件与斜向支撑组件的关系示意图;图5是图4中A处的放大示意图;图6是图4中B处的放大示意图;图7是本申请实施例提供的装配式建筑的临时斜支撑结构中横向支撑组件的结构示意图(部分剖面)。Figure 1 is a schematic structural view of the temporary diagonal support structure of the prefabricated building provided by the embodiment of the present application; Figure 2 is an exploded schematic diagram of the temporary diagonal support structure of the prefabricated building provided by the embodiment of the present application; Figure 3 is a schematic diagram of the temporary diagonal support structure provided by the embodiment of the present application Schematic diagram of the structure of the convex buckle connector in the temporary oblique support structure of the prefabricated building; Figure 4 is a schematic diagram of the relationship between the lateral support assembly and the oblique support assembly in the temporary oblique support structure of the prefabricated building provided by the embodiment of the application; Figure 5 It is an enlarged schematic diagram of A in Fig. 4; Fig. 6 is an enlarged schematic diagram of B in Fig. 4; Fig. 7 is a structural schematic diagram (partial section) of the lateral support assembly in the temporary oblique support structure of the prefabricated building provided by the embodiment of the present application .

参见图1-图7所示,本申请实施例提供一种装配式建筑的临时斜支撑结构,包括水平预制件10、竖向预制件20、横向支撑组件30和斜向支撑组件40,其中:Referring to Figures 1-7, the embodiment of the present application provides a temporary oblique support structure for a prefabricated building, including horizontal prefabricated parts 10, vertical prefabricated parts 20, lateral support components 30 and oblique support components 40, wherein:

参见图1所示,竖向预制件20设置在水平预制件10上,竖向构支架可以是混凝土预制墙板、混凝土预制柱等,水平预制件10可以是混凝土预制梁、混凝土预制楼板等。Referring to Fig. 1, the vertical prefabricated part 20 is arranged on the horizontal prefabricated part 10, the vertical frame can be a concrete prefabricated wall panel, a concrete prefabricated column, etc., and the horizontal prefabricated part 10 can be a concrete prefabricated beam, a concrete prefabricated floor slab, etc.

参见图2和图3所示,竖向预制件20的侧壁上设有凸扣连接件50,凸扣连接件50包括圆柱形的固定柱51和圆板形的限位板52,固定柱51的部分柱体预埋在竖向预制件20内,固定柱51的另一部分柱体外露于竖向预制件,限位板52连接在固定柱51的外露于竖向预制件的一端,限位板52的外缘凸出于固定柱51的侧壁。Referring to Fig. 2 and Fig. 3, the side wall of the vertical prefabricated part 20 is provided with a convex buckle connector 50, and the convex buckle connector 50 includes a cylindrical fixing column 51 and a disc-shaped limiting plate 52, the fixing column Part of the cylinder 51 is pre-buried in the vertical prefabricated part 20, another part of the cylinder of the fixed column 51 is exposed to the vertical prefabricated part, and the limiting plate 52 is connected to one end of the fixed column 51 exposed to the vertical prefabricated part, limiting The outer edge of the bit plate 52 protrudes from the side wall of the fixing column 51 .

参见图2、图4和图5所示,横向支撑组件30的底端固定在水平预制件10上,横向支撑组件30的侧端固定在竖向预制件20的下部,斜向支撑组件40包括斜杆41和搭扣连接件42,斜杆41的底端连接横向支撑组件30,搭扣连接件42通过销轴44铰接在斜杆41的顶端,使搭扣连接件42能够相对斜杆41转动。Referring to Fig. 2, Fig. 4 and Fig. 5, the bottom end of the transverse support assembly 30 is fixed on the horizontal prefabricated part 10, the side end of the transverse support assembly 30 is fixed on the lower part of the vertical prefabricated part 20, and the oblique support assembly 40 includes Slant bar 41 and hasp connector 42, the bottom end of slant bar 41 is connected with lateral support assembly 30, and hasp connector 42 is hinged on the top of slant bar 41 by pin 44, makes hasp connector 42 can be relative to slant bar 41 turn.

搭扣连接件42内部空心,搭扣连接件42的朝向竖向预制件20的侧壁上设有连接扣孔421,连接扣孔421与搭扣连接件42的内部连通。连接扣孔421具有彼此连通的通过部421a和锁定部421b,锁定部421b位于通过部421a的上方。通过部421a为圆形孔,锁定部421b为条形孔,通过部421a的上部与锁定部421b连通。通过部421a的径向尺寸大于限位板52的径向尺寸,通过部421a可供限位板52通过,限位板52可通过锁定部421b进入到搭扣连接件42的内部。锁定部421b的宽度大于固定柱51的径向尺寸,且锁定部421b的宽度小于限位板52的径向尺寸,锁定部421b可供固定柱51通过,使限位板52卡在搭扣连接件42的内部,以使搭扣连接件42与竖向预制件20连接。The interior of the snap connector 42 is hollow, and the side wall of the snap connector 42 facing the vertical prefabricated part 20 is provided with a connecting button hole 421 , and the connecting button hole 421 communicates with the interior of the snap connector 42 . The connecting button hole 421 has a passing portion 421a and a locking portion 421b communicating with each other, and the locking portion 421b is located above the passing portion 421a. The passing portion 421a is a circular hole, the locking portion 421b is a bar-shaped hole, and the upper part of the passing portion 421a communicates with the locking portion 421b. The radial dimension of the passing portion 421 a is larger than the radial dimension of the limiting plate 52 , the passing portion 421 a can allow the limiting plate 52 to pass through, and the limiting plate 52 can enter the inside of the snap connector 42 through the locking portion 421 b. The width of the locking portion 421b is greater than the radial dimension of the fixing column 51, and the width of the locking portion 421b is smaller than the radial dimension of the limiting plate 52. The locking portion 421b can pass through the fixing column 51, so that the limiting plate 52 is stuck in the snap connection The inside of the part 42, so that the snap connection part 42 is connected with the vertical prefabricated part 20.

在使用时,施工人员先将横向支撑组件30放置在水平预制件10上,将横向支撑组件30的底端与水平预制件10固定、将横向支撑组件30的侧端与竖向预制件20的下部固定,从而通过横向支撑组件30支撑竖向预制件20的下部。施工人员再举起斜杆41,使搭扣连接件42的连接扣孔421对准凸扣连接件50,使凸扣连接件50的限位板52由连接扣孔421的通过部421a进入到搭扣连接件42内,再下移搭扣连接件42,使凸扣连接件50的固定柱51滑入锁定部421b内,使限位板52卡在搭扣连接件42的内部,实现搭扣连接件42与竖向预制件20连接,从而通过斜向支撑组件40支撑竖向预制件20的上部。施工人员再将斜杆41的底端与横向支撑组件30连接,从而使斜向支撑组件40、横向支撑组件30与竖向预制构件之间形成三角受力,从而对竖向预制构件进行支撑。在需要拆卸斜向支撑组件40时,只需举起斜杆41使搭扣连接件42上移,限位板52由连接扣孔421脱出,即可完成斜向支撑组件40的拆卸。When in use, the construction personnel first place the horizontal support assembly 30 on the horizontal prefabricated part 10, fix the bottom end of the horizontal support assembly 30 to the horizontal prefabricated part 10, and connect the side ends of the horizontal support assembly 30 to the vertical prefabricated part 20. The lower part is fixed so that the lower part of the vertical preform 20 is supported by the transverse support assembly 30 . The construction worker lifts the inclined bar 41 again, and makes the connecting button hole 421 of the hasp connector 42 align with the male button connector 50, so that the limiting plate 52 of the male button connector 50 enters into the through part 421a of the connecting button hole 421. Inside the buckle connector 42, move the buckle connector 42 down again, so that the fixed column 51 of the convex buckle connector 50 slides into the locking part 421b, so that the limiting plate 52 is stuck in the inside of the buckle connector 42, and the buckle connector 42 is realized. The buckle connector 42 is connected with the vertical prefabricated part 20 so as to support the upper part of the vertical prefabricated part 20 through the oblique support assembly 40 . The construction workers then connect the bottom end of the diagonal bar 41 to the horizontal support assembly 30, so that the diagonal support assembly 40, the horizontal support assembly 30 and the vertical prefabricated components form a triangular force, thereby supporting the vertical prefabricated components. When the oblique support assembly 40 needs to be disassembled, the oblique support assembly 40 can be disassembled only by lifting the oblique rod 41 to move the buckle connector 42 upwards, and the limiting plate 52 is released from the connection button hole 421 .

本申请实施例通过的装配式建筑的临时斜支撑结构,通过凸扣连接件50与搭扣连接件42的配合完成斜向支撑组件40与竖向预制件20之间的连接,不仅方便斜向支撑组件40的安拆,还无需施工人员在高处作业,避免了施工人员从高处掉落的风险。The temporary oblique support structure of the prefabricated building adopted in the embodiment of the present application completes the connection between the oblique support assembly 40 and the vertical prefabricated part 20 through the cooperation of the convex buckle connector 50 and the buckle connector 42, which not only facilitates oblique The installation and disassembly of the support assembly 40 does not require construction personnel to work at high places, which avoids the risk of construction personnel falling from high places.

参见图4所示,具体的,斜杆41包括调节管411和连接管412,调节管411的相对两端各具有一个插入部,插入部的外壁面上设有外螺纹411a。两个插入部上分别套设有一个连接管412,连接管412的内壁面上设有内螺纹,插入部的外螺纹411a与连接管412的内螺纹配合连接。Referring to FIG. 4 , specifically, the oblique rod 41 includes an adjusting pipe 411 and a connecting pipe 412 . The opposite ends of the adjusting pipe 411 each have an insertion portion, and an external thread 411a is provided on the outer wall of the insertion portion. A connecting pipe 412 is sheathed on the two inserting parts respectively. Internal threads are provided on the inner wall of the connecting pipe 412 .

由于调节管411与连接管412是通过螺纹连接,因此可通过转动调节管411或连接管412来改变调节管411与连接管412之间的相对位置,从而实现斜杆41的长度调节,使斜杆41能够适应各种不同工况。Since the adjusting pipe 411 and the connecting pipe 412 are threadedly connected, the relative position between the adjusting pipe 411 and the connecting pipe 412 can be changed by rotating the adjusting pipe 411 or the connecting pipe 412, thereby realizing the adjustment of the length of the oblique rod 41, so that the oblique The rod 41 can adapt to various working conditions.

参见图7所示,具体的,横向支撑组件30包括底板31、底架32和水平顶杆33,底架32固定在底板31上,水平顶杆33连接在所底架32的朝向竖向预制件20的一端。底板31上设有若干个第一固定孔311,底板31通过穿设在第一固定孔311上的螺栓60与水平预制件10连接。水平顶杆33的朝向竖向预制件20的一端设有连接板34,连接板34上设有若干个第二固定孔341,连接板34通过穿设在第二固定孔341上的螺栓60与竖向预制件20连接。Referring to Fig. 7, specifically, the lateral support assembly 30 includes a base plate 31, an underframe 32 and a horizontal jack 33, the underframe 32 is fixed on the base plate 31, and the horizontal jack 33 is connected to the vertical prefabricated side of the underframe 32. end of piece 20. The bottom plate 31 is provided with several first fixing holes 311 , and the bottom plate 31 is connected to the horizontal prefabricated element 10 through the bolts 60 passing through the first fixing holes 311 . One end of the horizontal push rod 33 facing the vertical prefabricated part 20 is provided with a connecting plate 34, and the connecting plate 34 is provided with a plurality of second fixing holes 341, and the connecting plate 34 passes through the bolts 60 on the second fixing holes 341 and The vertical preforms 20 are connected.

参见图6和图7所示,本申请实施例中,底架32包括两个侧板321和两个端板322,两个端板322分别连接在两个侧板321的相对两端,两个端板322与两个侧板321之间围合形成顶部开口的条状槽32a,两个侧板321上分别设置有若干个沿水平方向分布的调节通孔321a,两个侧壁上的调节通孔一一对称设置。斜杆41的底端设有插入连接件43,插入连接件43的侧壁上设有插孔43a,插入连接件43插入条状槽32a内,插孔43a连通调节通孔321a,插入连接件43与底架32通过穿设在调节通孔321a和插孔43a上的螺栓60连接。6 and 7, in the embodiment of the present application, the underframe 32 includes two side plates 321 and two end plates 322, and the two end plates 322 are respectively connected to opposite ends of the two side plates 321. One end plate 322 and two side plates 321 encircle and form a strip-shaped groove 32a with an open top. The two side plates 321 are respectively provided with several adjusting through holes 321a distributed along the horizontal direction. The adjusting through holes are arranged symmetrically one by one. The bottom end of the inclined bar 41 is provided with an insertion connector 43, and the side wall of the insertion connector 43 is provided with a socket 43a, the insertion connector 43 is inserted into the strip groove 32a, and the socket 43a communicates with the adjustment through hole 321a, and the insertion connector 43 is connected with the bottom frame 32 through the bolt 60 passing through the adjustment through hole 321a and the insertion hole 43a.

这样,斜杆41的底端在横向支撑组件30上的位置可调节,调节方式为将斜杆41上的插入连接件43的插孔43a对齐条状槽32a上对称设置的不同位置的调节通孔,在通过螺栓60穿设在调节通孔321a和插孔43a上并通过螺母70固定。In this way, the position of the bottom end of the oblique bar 41 on the transverse support assembly 30 can be adjusted by aligning the socket 43a of the insertion connector 43 on the oblique bar 41 with the different positions symmetrically arranged on the strip groove 32a through adjustment. The hole is passed through the adjusting through hole 321 a and the insertion hole 43 a by the bolt 60 and fixed by the nut 70 .

参见图7所示,为了提高稳定性,条状槽32a内设有调节块323,调节块323的底端连接底板31,调节块323的顶部设有若干个沿水平方向分布的调节槽323a,每个调节槽323a分别对应连通一个调节通孔321a,调节槽323a的背向竖向预制件20一侧具有第一弧面323b,第一弧面323b与调节通孔321a同轴,插入连接件43的底端具有第二弧面43b,第二弧面43b与第一弧面323b贴合。Referring to Fig. 7, in order to improve the stability, an adjusting block 323 is provided in the strip groove 32a, the bottom end of the adjusting block 323 is connected to the bottom plate 31, and the top of the adjusting block 323 is provided with several adjusting grooves 323a distributed along the horizontal direction, Each adjustment groove 323a communicates with an adjustment through hole 321a respectively, and the side of the adjustment groove 323a facing away from the vertical preform 20 has a first arc surface 323b, the first arc surface 323b is coaxial with the adjustment through hole 321a, and is inserted into the connector The bottom end of 43 has a second arc surface 43b, and the second arc surface 43b is attached to the first arc surface 323b.

这样,插入连接件43的底端的受力主要由调节块323承受,减少了穿设在调节通孔321a和插孔43a上的螺栓60的受力,且使斜杠的连接更加稳定。In this way, the force of the bottom end of the insertion connector 43 is mainly borne by the adjustment block 323, which reduces the force of the bolt 60 passing through the adjustment through hole 321a and the insertion hole 43a, and makes the connection of the slash more stable.

参见图3所示,本申请实施例中,固定柱51的预埋在竖向预制件20内的部分设有加固筋,加固筋由固定柱51的侧壁垂直外伸。这样能够加强固定柱51与竖向预制件20之间的结合强度,放置凸扣连接件50受力后由竖向预制件20内抽出。Referring to FIG. 3 , in the embodiment of the present application, the part of the fixing column 51 embedded in the vertical prefabricated part 20 is provided with reinforcing ribs, and the reinforcing ribs extend vertically from the side wall of the fixing column 51 . In this way, the bonding strength between the fixing column 51 and the vertical prefabricated part 20 can be strengthened, and the convex buckle connector 50 can be pulled out from the vertical prefabricated part 20 after being stressed.

在本申请实施例的描述中,需要理解的是,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”应作广义理解,例如,可以使固定连接,也可以是通过中间媒介间接相连,可以是两个元件内部的连通或者两个元件的相互作用关系。对于本领域的普通技术人员而言,可以根据具体情况理解上述术语在本申请中的具体含义。术语“上”、“下”、“前”、“后”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或者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申请和简化描述,而不是指示或者暗示所指的装置或者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申请的限制。在本申请的描述中,“多个”的含义是两个或两个以上,除非是另有精确具体地规定。In the description of the embodiments of the present application, it should be understood that, unless otherwise specified and limited, the terms "installation", "connection", and "connection" should be interpreted in a broad sense, for example, it can be fixed connection, or it can be An indirect connection through an intermediary may be an internal communication between two elements or an interaction relationship between two elements. Those of ordinary skill in the art can understand the specific meanings of the above terms in this application according to specific situations. The orientation or positional relationship indicated by the terms "upper", "lower", "front", "rear", "vertical", "horizontal", "top", "bottom", "inner", "outer" etc. is based on The orientation or positional relationship shown in the drawings is only for the convenience of describing the present application and simplifying the description, and does not indicate or imply that the referred device or element must have a specific orientation, be constructed and operated in a specific orientation, and therefore cannot be understood as Limitations on this Application. In the description of the present application, "plurality" means two or more, unless otherwise specified precisely.

本申请的说明书和权利要求书及上述附图中的术语“第一”、“第二”、“第三”、“第四”等是用于区别类似的对象,而不必用于描述特定的顺序或先后次序。应该理解这样使用的数据在适当情况下可以互换,以便这里描述的本申请的实施例例如能够以除了在这里图示或描述的那些以外的顺序实施。此外,术语“包括”和“具有”以及他们的任何变形,意图在于覆盖不排他的包含,例如,包含了一系列步骤或单元的过程、方法、系统、产品或设备不必限于清楚地列出的那些步骤或单元,而是可包括没有清楚地列出的或对于这些过程、方法、产品或设备固有的其它步骤或单元。The terms "first", "second", "third", "fourth" and the like in the description and claims of the present application and the above drawings are used to distinguish similar objects, but not necessarily to describe specific sequence or sequence. It is to be understood that the data so used are interchangeable under appropriate circumstances such that the embodiments of the application described herein, for example, can be practiced in sequences other than those illustrated or described herein. Furthermore, the terms "comprising" and "having", as well as any variations thereof, are intended to cover a non-exclusive inclusion, for example, a process, method, system, product or device comprising a sequence of steps or elements is not necessarily limited to the expressly listed instead, may include other steps or elements not explicitly listed or inherent to the process, method, product or apparatus.

最后应说明的是:以上各实施例仅用以说明本申请的技术方案,而非对其限制;尽管参照前述各实施例对本申请进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进修改,或者对其中部分或者全部技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的质脱离本申请各实施例技术方案的范围。Finally, it should be noted that: the above embodiments are only used to illustrate the technical solutions of the present application, and are not intended to limit it; although the application has been described in detail with reference to the foregoing embodiments, those of ordinary skill in the art should understand that: It is still possible to modify the technical solutions described in the foregoing embodiments, or perform equivalent replacements for some or all of the technical features; and these modifications or replacements do not make the quality of the corresponding technical solutions deviate from the technical solutions of the various embodiments of the present application. scope.

Claims (6)

1. The temporary inclined support structure of the assembled building is characterized by comprising a horizontal prefabricated member, a vertical prefabricated member, a transverse support assembly and an inclined support assembly, wherein the vertical prefabricated member is arranged on the horizontal prefabricated member;
the side wall of the vertical prefabricated member is provided with a convex buckle connecting piece, the convex buckle connecting piece comprises a fixed column and a limiting plate, part of columns of the fixed column are pre-buried in the vertical prefabricated member, the other part of columns of the fixed column are exposed out of the vertical prefabricated member, the limiting plate is connected to one end of the fixed column exposed out of the vertical prefabricated member, and the outer edge of the limiting plate protrudes out of the side wall of the fixed column;
the bottom end of the transverse supporting component is fixed on the horizontal prefabricated member, and the side end of the transverse supporting component is fixed at the lower part of the vertical prefabricated member; the oblique support component comprises an oblique rod and a hasp connecting piece, the bottom end of the oblique rod is connected with the transverse support component, and the hasp connecting piece is hinged to the top end of the oblique rod through a pin shaft;
the side wall of the hasp connecting piece, which faces the vertical prefabricated member, is provided with a connecting buckling hole, the connecting buckling hole is provided with a passing part and a locking part which are communicated with each other, and the locking part is positioned above the passing part; the passing part can be used for the limiting plate to pass through, the locking part can be used for the fixing column to pass through, and the width of the locking part is smaller than that of the limiting plate.
2. The temporary diagonal bracing structure of the fabricated building according to claim 1, wherein the diagonal rod comprises an adjusting pipe and a connecting pipe, wherein two opposite ends of the adjusting pipe are respectively provided with an insertion part, and an external thread is arranged on the external wall surface of the insertion part;
the two insertion parts are respectively sleeved with one connecting pipe, the inner wall surface of each connecting pipe is provided with an internal thread, and the external threads of the insertion parts are connected with the internal threads of the connecting pipes in a matched mode.
3. The temporary diagonal bracing structure of the fabricated building according to claim 1, wherein the lateral support assembly comprises a bottom plate, a bottom frame and a horizontal ejector rod, the bottom frame is fixed on the bottom plate, and the horizontal ejector rod is connected to one end of the bottom frame facing the vertical prefabricated member;
the bottom plate is provided with a plurality of first fixing holes, and the bottom plate is connected with the horizontal prefabricated member through bolts penetrating through the first fixing holes;
the one end of horizontal ejector pin towards vertical prefab is equipped with the connecting plate, be equipped with a plurality of second fixed orifices on the connecting plate, the connecting plate is through wearing to establish bolt on the second fixed orifices with vertical prefab is connected.
4. The temporary inclined support structure of the fabricated building according to claim 3, wherein the underframe comprises two side plates and two end plates, the two end plates are respectively connected to opposite ends of the two side plates, a strip-shaped groove with an open top is formed by surrounding the two end plates and the two side plates, a plurality of adjusting through holes distributed along the horizontal direction are respectively arranged on the two side plates, and the adjusting through holes on the two side walls are symmetrically arranged one by one;
the bottom of diagonal bar is equipped with inserts the connecting piece, be equipped with the jack on inserting the lateral wall of connecting piece, insert the connecting piece and insert in the strip inslot, the jack intercommunication the regulation through-hole, insert the connecting piece with the chassis is through wearing to establish bolt connection on regulation through-hole and the jack.
5. The temporary inclined support structure of the fabricated building according to claim 4, wherein an adjusting block is arranged in the strip-shaped groove, the bottom end of the adjusting block is connected with the bottom plate, a plurality of adjusting grooves distributed along the horizontal direction are arranged at the top of the adjusting block, each adjusting groove is correspondingly communicated with one adjusting through hole, one side, facing away from the vertical prefabricated member, of the adjusting groove is provided with a first cambered surface, and the first cambered surface is coaxial with the adjusting through hole;
the bottom of the insertion connecting piece is provided with a second cambered surface, and the second cambered surface is attached to the first cambered surface.
6. The temporary diagonal bracing structure for fabricated buildings according to any one of claims 1 to 5, wherein the portion of the fixing column pre-buried in the vertical prefabricated member is provided with reinforcing ribs which vertically extend from the side walls of the fixing column.
CN202222580747.1U 2022-09-29 2022-09-29 Temporary inclined support structure of assembled building Active CN218970691U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115467539A (en) * 2022-09-29 2022-12-13 娄底市富堂筑友科技有限公司 A temporary oblique support structure for prefabricated buildings

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115467539A (en) * 2022-09-29 2022-12-13 娄底市富堂筑友科技有限公司 A temporary oblique support structure for prefabricated buildings

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