CN211850773U - A kind of external wall scaffolding connecting wall - Google Patents

A kind of external wall scaffolding connecting wall Download PDF

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CN211850773U
CN211850773U CN202020174510.1U CN202020174510U CN211850773U CN 211850773 U CN211850773 U CN 211850773U CN 202020174510 U CN202020174510 U CN 202020174510U CN 211850773 U CN211850773 U CN 211850773U
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wall
steel pipe
channel steel
scaffolding
steel
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张子朋
郑坤
余然然
尹恺
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China Construction Fifth Engineering Bureau Co Ltd
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China Construction Fifth Engineering Bureau Co Ltd
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Description

一种外墙脚手架连墙件A kind of external wall scaffolding connecting wall

技术领域technical field

本实用新型涉及建筑施工脚手架技术领域,具体为一种外墙脚手架连墙件。The utility model relates to the technical field of building construction scaffolding, in particular to an outer wall scaffolding connecting wall piece.

背景技术Background technique

随着建筑结构的标准化和规范化,对建筑施工的要求也越来越高。近年来,建筑行业整体施工质量普遍提升,工程安全已成为社会关注的焦点,全民安全意识不断提高。With the standardization and standardization of building structures, the requirements for building construction are also getting higher and higher. In recent years, the overall construction quality of the construction industry has generally improved, engineering safety has become the focus of social attention, and the national safety awareness has been continuously improved.

脚手架是为了保证各施工过程顺利进行而搭设的工作平台;而连墙件是将脚手架架体与建筑主体结构相连的构件,能够传递拉力和压力,采用连墙件实现的附壁联结,对于加强脚手架的整体稳定性,提高其稳定承载能力和避免出现倾倒或坍塌等重大事故具有很重要的作用。Scaffolding is a working platform set up to ensure the smooth progress of each construction process; and the connecting wall is a component that connects the scaffolding body with the main structure of the building, which can transmit tension and pressure. The overall stability of the scaffold plays an important role in improving its stable bearing capacity and avoiding major accidents such as tipping or collapse.

目前,连墙件在主体结构的上翻梁处固定都是采用传统的固定方式,在上翻梁上预埋短钢管,再用扣件将预埋短钢管与脚手架立杆拉结,但是预埋短钢管不能重复使用,成本较高,而且后期拆除较困难,需要割除伸出上翻梁的预埋短钢管。At present, the traditional fixing method is used to fix the wall parts at the upper turning beams of the main structure. The buried short steel pipe cannot be reused, the cost is high, and it is difficult to dismantle later, and the pre-buried short steel pipe that protrudes from the upper turning beam needs to be cut off.

实用新型内容Utility model content

本实用新型所要解决的技术问题在于:提供一种能够重复利用、降低成本以及拆卸方便的抱梁式外墙脚手架连墙件,以解决现有的连墙件不能重复使用、成本高以及拆除困难的问题。The technical problem to be solved by the present utility model is: to provide a beam-embracing external wall scaffold connecting wall piece that can be reused, reduce cost and is easy to disassemble, so as to solve the problem that the existing wall connecting piece cannot be reused, the cost is high, and the dismantling is difficult The problem.

为解决上述技术问题,本实用新型提供如下技术方案:In order to solve the above-mentioned technical problems, the utility model provides the following technical solutions:

一种外墙脚手架连墙件,包括两块预制混凝土块、钢筋和压顶混凝土;所述预制混凝土块一侧预埋连接钢筋并伸出预制混凝土块,在预埋连接钢筋的预制混凝土块侧面还设有竖向的止水凹槽,所述预制混凝土块分别嵌入窗台两侧砌体,并保证预制混凝土块在预埋连接钢筋的侧面与窗台两侧砌体齐平,两块预制混凝土块的连接钢筋通过钢筋连接,所述预制混凝土块之间还通过浇注压顶混凝土连接。An external wall scaffolding connecting piece, comprising two prefabricated concrete blocks, steel bars and capping concrete; one side of the prefabricated concrete blocks is embedded with connecting steel bars and protrudes out of the prefabricated concrete blocks, and the side of the prefabricated concrete blocks where the embedded connecting steel bars are embedded is also There are vertical water-stop grooves, the prefabricated concrete blocks are respectively embedded in the masonry on both sides of the window sill, and ensure that the side of the pre-embedded connecting steel bars is flush with the masonry on both sides of the window sill, and the two precast concrete blocks are flush with the masonry on both sides of the window sill. The connecting steel bars are connected by steel bars, and the precast concrete blocks are also connected by pouring and capping concrete.

优选地,在浇注压顶混凝土之前对预埋连接钢筋的预制混凝土块侧面进行凿毛处理。Preferably, the side surface of the prefabricated concrete block on which the pre-embedded connecting steel bars are embedded is chiseled before the capping concrete is poured.

优选地,所述预制混凝土块的高度和宽度与压顶混凝土高度和宽度对应相同,所述预制混凝土块的长度不小于120mm。Preferably, the height and width of the precast concrete block are the same as the height and width of the capping concrete, and the length of the precast concrete block is not less than 120 mm.

优选地,所述预制混凝土块的强度等级与压顶混凝土的强度等级相同。Preferably, the strength grade of the precast concrete blocks is the same as that of the capped concrete.

优选地,所述连接钢筋和钢筋的直径均为8mm。Preferably, the diameters of the connecting bars and the bars are both 8mm.

优选地,所述连接钢筋伸出预制混凝土块的长度不小于250mm。Preferably, the length of the connecting steel bar extending out of the precast concrete block is not less than 250mm.

优选地,所述止水凹槽的深度和宽度均为20mm。Preferably, the depth and width of the water-stop groove are both 20mm.

优选地,所述连接钢筋与钢筋通过绑扎或焊接固定。Preferably, the connecting steel bars and the steel bars are fixed by binding or welding.

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

在安装该连墙件时,槽钢直接扣设在上翻梁上,并且根据脚手架立杆的位置移动槽钢,然后将该连墙件另一端的钢管通过扣件固定在脚手架立杆上,完成该连墙件的安装;在后期拆除该连墙件时,现将钢管与脚手架立杆的扣件打开,直接将该连墙件从上翻梁上取出,不仅可以重复使用、降低成本,而且拆除也快速方便,提高施工效率。When installing the wall connecting piece, the channel steel is directly buckled on the upper turning beam, and the channel steel is moved according to the position of the scaffolding pole, and then the steel pipe at the other end of the connecting wall piece is fixed on the scaffolding pole through the fastener. The installation of the connecting wall is completed; when the connecting wall is removed in the later stage, the fasteners between the steel pipe and the scaffolding pole are now opened, and the connecting wall is directly taken out from the upper turning beam, which can not only be reused, but also reduce costs. And the dismantling is also quick and convenient, improving the construction efficiency.

附图说明Description of drawings

图1为本实用新型实施例一种外墙脚手架连墙件的安装示意图;Fig. 1 is the installation schematic diagram of a kind of external wall scaffolding connecting wall piece according to the embodiment of the present utility model;

图2为本实用新型实施例一种外墙脚手架连墙件的结构俯视图。FIG. 2 is a top view of the structure of an outer wall scaffolding connecting wall piece according to an embodiment of the present invention.

具体实施方式Detailed ways

为便于本领域技术人员理解本实用新型技术方案,现结合说明书附图对本实用新型技术方案做进一步的说明。In order to facilitate those skilled in the art to understand the technical solution of the present invention, the technical solution of the present invention will now be further described with reference to the accompanying drawings.

在本申请中,除非另有明确的规定和限定,术语“安装”、“相连”、“连接”、“固定”等术语应做广义理解,例如,可以是固定连接,也可以是可拆卸连接,或成一体;可以是机械连接,也可以是电连接,还可以是通信;可以是直接相连,也可以通过中间媒介间接相连,可以是两个元件内部的连通或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。In this application, unless otherwise expressly specified and limited, the terms "installed", "connected", "connected", "fixed" and other terms should be understood in a broad sense, for example, it may be a fixed connection or a detachable connection , or integrated; it can be a mechanical connection, an electrical connection, or a communication; it can be a direct connection or an indirect connection through an intermediate medium, and it can be the internal connection of the two elements or the interaction between the two elements. . For those of ordinary skill in the art, the specific meanings of the above terms in this application can be understood according to specific situations.

在本申请中,除非另有明确的规定和限定,术语“第一”、“第二”仅用于描述目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量。由此,限定有“第一”、“第二”的特征可以明示或者隐含地包括一个或者更多个该特征。在本申请的描述中,“多个”的含义是两个或两个以上,除非另有明确具体的限定。In this application, unless otherwise expressly specified and limited, the terms "first" and "second" are only used for description purposes, and should not be interpreted as indicating or implying relative importance or implicitly indicating the indicated technical features. quantity. Thus, a feature defined as "first", "second" may expressly or implicitly include one or more of that feature. In the description of the present application, "plurality" means two or more, unless otherwise expressly and specifically defined.

参阅图1和图2,本实施例公开了一种外墙脚手架连墙件,包括设有向下开口的槽钢1、连接杆2、螺栓3和钢管4,所述槽钢1扣设在上翻梁5上端,在上翻梁5外侧的槽钢1侧板上连接至少一根连接杆2,所述连接杆2远离槽钢1的一端伸入钢管4内并通过螺栓3固定在钢管4上,所述钢管4远离槽钢1的一端通过扣件6固定在脚手架立杆7上;在安装前先将连接杆2一端与槽钢1连接,另一端连接钢管4,安装时槽钢1直接扣设在上翻梁5上,不需要在上翻梁5浇筑前预埋短钢管,安装方便,提高安装效率,并且槽钢1 还能在上翻梁5上沿上翻梁5的轴向方向移动,保证钢管4能够垂直连接脚手架立杆7,防止预埋短钢管出现位置偏移而影响钢管4与脚手架立杆7的垂直连接;后期拆除该连墙件时,能够直接将槽钢1从上翻梁5上取出,不仅可以重复使用、降低成本,而且拆除也快速方便,提高施工效率。Referring to FIG. 1 and FIG. 2 , the present embodiment discloses an external wall scaffolding connecting wall piece, which includes a channel steel 1 with a downward opening, a connecting rod 2, a bolt 3 and a steel pipe 4. The channel steel 1 is buckled at the On the upper end of the upper turning beam 5, at least one connecting rod 2 is connected to the side plate of the channel steel 1 outside the upper turning beam 5, and the end of the connecting rod 2 away from the channel steel 1 extends into the steel pipe 4 and is fixed to the steel pipe by bolts 3. 4, the end of the steel pipe 4 away from the channel steel 1 is fixed on the scaffolding pole 7 through the fastener 6; before installation, one end of the connecting rod 2 is connected to the channel steel 1, and the other end is connected to the steel pipe 4. When installing the channel steel 1. It is directly buckled on the upper turning beam 5, and there is no need to pre-embed short steel pipes before the upper turning beam 5 is poured. It is easy to install and improves the installation efficiency, and the channel steel 1 can also be on the upper turning beam 5 along the upper turning beam 5. Move in the axial direction to ensure that the steel pipe 4 can be vertically connected to the scaffolding pole 7, and prevent the positional deviation of the embedded short steel pipe from affecting the vertical connection between the steel pipe 4 and the scaffolding pole 7; when the connecting wall is removed later, the groove can be directly connected The steel 1 is taken out from the upper turning beam 5, which can not only be reused and reduce the cost, but also be dismantled quickly and conveniently, thereby improving the construction efficiency.

在本实施例中,所述连接杆2数量为两个,且沿水平面平行设置,所述上翻梁5外侧的槽钢1侧板上设有两个通孔(图中未标注),所述连接杆2一端固定有与通孔配合的螺杆21,所述螺杆21穿过通孔伸入槽钢1通过第一螺母8固定在槽钢1上。In this embodiment, the number of the connecting rods 2 is two, and they are arranged in parallel along the horizontal plane. One end of the connecting rod 2 is fixed with a screw rod 21 which is matched with the through hole. The screw rod 21 extends into the channel steel 1 through the through hole and is fixed on the channel steel 1 through the first nut 8 .

进一步的,所述第一螺母7与槽钢1侧板之间的螺杆21上还套设有第一垫片9。Further, a first washer 9 is also sleeved on the screw 21 between the first nut 7 and the side plate of the channel steel 1 .

所述螺栓3为双头螺栓,所述螺栓3沿钢管4径向方向依次穿过钢管4 侧壁、连接杆2和钢管4的另一侧壁,所述钢管4外侧的螺栓3两端均通过第二螺母10锁紧固定,并且通过上述设置,使得钢管4能够以螺栓3为转轴进行上下微调的转动,用以适应脚手架在设计允许范围内的下下沉。The bolts 3 are double-headed bolts, and the bolts 3 pass through the side wall of the steel pipe 4, the connecting rod 2 and the other side wall of the steel pipe 4 in turn along the radial direction of the steel pipe 4, and the bolts 3 on the outside of the steel pipe 4 have both ends. The second nut 10 is locked and fixed, and through the above arrangement, the steel pipe 4 can be rotated up and down finely with the bolt 3 as the rotation axis, so as to adapt to the sinking of the scaffold within the design allowable range.

进一步的,所述第二螺母10与钢管4之间的螺栓3上还套设有第二垫片 11。Further, a second washer 11 is also sleeved on the bolt 3 between the second nut 10 and the steel pipe 4.

再进一步的,所述槽钢1的开口宽度略大于上翻梁5宽度,保证槽钢1 能够正常卡扣在上翻梁5上,但又不会影响槽钢1在上翻梁5上的稳定性,所述槽钢1的高度小于上翻梁5的上翻高度且大于上翻高度的一半,保证槽钢1的顶板能够贴合在上翻梁5的顶面,增加受力面积,提高槽钢1的稳定性,并且槽钢1开口侧对上翻梁5的受力在上翻梁5上翻高度一半以下,防止槽钢1高度过低时受力对上翻梁5造成结构损伤。Further, the opening width of the channel steel 1 is slightly larger than the width of the upper turning beam 5 to ensure that the channel steel 1 can be normally snapped on the upper turning beam 5, but will not affect the channel steel 1 on the upper turning beam 5. Stability, the height of the channel steel 1 is less than the upper turning height of the upper turning beam 5 and more than half of the turning height, ensuring that the top plate of the channel steel 1 can fit on the top surface of the upper turning beam 5, increasing the stress area, Improve the stability of the channel steel 1, and the force on the open side of the channel steel 1 to the upper turning beam 5 is less than half of the upward turning height of the upper turning beam 5, preventing the stress on the upper turning beam 5 when the height of the channel steel 1 is too low. damage.

本实施例的工作原理是:在安装前先将连接杆2的螺杆21穿过槽钢1上的通孔,并通过第一螺母8固定,连接杆2另一端伸入钢管4,然后用螺栓3 沿钢管4径向方向依次穿过钢管4侧壁、连接杆2和钢管4的另一侧壁,并在钢管4外侧的螺栓3两端通过第二螺母10锁紧固定形成连墙件;在安装时;将该连墙件一端的槽钢1直接扣设在上翻梁5上,并且根据脚手架立杆7的位置移动槽钢1,然后将该连墙件另一端的钢管4通过扣件6固定在脚手架立杆7上,完成该连墙件的安装;在后期拆除该连墙件时,现将钢管4与脚手架立杆7的扣件6打开,直接将该连墙件从上翻梁5上取出,不仅可以重复使用、降低成本,而且拆除也快速方便,提高施工效率。The working principle of this embodiment is: before installation, the screw rod 21 of the connecting rod 2 is passed through the through hole on the channel steel 1 and fixed by the first nut 8, the other end of the connecting rod 2 is extended into the steel pipe 4, and then bolts are used 3 Pass through the side wall of the steel pipe 4, the connecting rod 2 and the other side wall of the steel pipe 4 in turn along the radial direction of the steel pipe 4, and lock and fix the two ends of the bolt 3 outside the steel pipe 4 by the second nut 10 to form a connecting wall piece; During installation; the channel steel 1 at one end of the connecting wall piece is directly buckled on the upper turning beam 5, and the channel steel 1 is moved according to the position of the scaffolding pole 7, and then the steel pipe 4 at the other end of the connecting wall piece passes through the buckle The fitting 6 is fixed on the scaffolding pole 7 to complete the installation of the connecting wall; when the connecting wall is removed in the later stage, the fastener 6 between the steel pipe 4 and the scaffolding pole 7 is now opened, and the connecting wall is directly removed from the top. Taking out the turning beam 5, not only can be reused and cost is reduced, but also dismantling is quick and convenient, and the construction efficiency is improved.

对于本领域技术人员而言,显然本实用新型不限于上述示范性实施例的细节,而且在不背离本实用新型的精神或基本特征的情况下,能够以其他的具体形式实现本实用新型。因此,无论从哪一点来看,均应将实施例看作是示范性的,而且是非限制性的,本实用新型的范围由所附权利要求而不是上述说明限定,因此旨在将落在权利要求的等同要件的含义和范围内的所有变化囊括在本实用新型内,不应将权利要求中的任何附图标记视为限制所涉及的权利要求。It will be apparent to those skilled in the art that the present invention is not limited to the details of the above-described exemplary embodiments, and that the present invention may be implemented in other specific forms without departing from the spirit or essential characteristics of the present invention. Therefore, the embodiments are to be considered in all respects as exemplary and not restrictive, and the scope of the present invention is defined by the appended claims rather than the foregoing description, and it is therefore intended that the All changes which come within the meaning and range of equivalents of the claims are intended to be embraced within the present invention, and any reference signs in the claims shall not be construed as limiting the involved claim.

以上所述实施例仅表示实用新型的实施方式,本实用新型的保护范围不仅局限于上述实施例,对于本领域的技术人员来说,在不脱离本实用新型构思的前提下,还可以做出若干变形和改进,这些都属于本实用新型保护范围。The above-mentioned embodiments only represent the embodiments of the utility model, and the protection scope of the present utility model is not limited to the above-mentioned embodiments. For those skilled in the art, without departing from the concept of the present utility model, the Several deformations and improvements belong to the protection scope of the present invention.

Claims (8)

1.一种外墙脚手架连墙件,其特征在于:包括设有向下开口的槽钢、连接杆、螺栓和钢管,所述槽钢扣设在上翻梁上端,在上翻梁外侧的槽钢侧板上连接至少一根连接杆,所述连接杆远离槽钢的一端伸入钢管内并通过螺栓固定在钢管上,所述钢管远离槽钢的一端固定在脚手架立杆上。1. an outer wall scaffolding connecting wall is characterized in that: comprise the channel steel, connecting rod, bolt and steel pipe that are provided with downward opening, and the channel steel is buckled and arranged on the upper end of the upper turning beam, and the outer wall of the upper turning beam is arranged on the upper end of the upper turning beam. At least one connecting rod is connected to the side plate of the channel steel, the end of the connecting rod away from the channel steel extends into the steel pipe and is fixed on the steel pipe by bolts, and the end of the steel pipe away from the channel steel is fixed on the scaffolding pole. 2.根据权利要求1所述的一种外墙脚手架连墙件,其特征在于:所述连接杆数量为两个,且沿水平面平行设置,所述上翻梁外侧的槽钢侧板上设有两个通孔,所述连接杆一端固定有与通孔配合的螺杆,所述螺杆穿过通孔伸入槽钢通过第一螺母固定在槽钢上。2. An outer wall scaffolding connecting wall piece according to claim 1, characterized in that: the number of the connecting rods is two, and they are arranged in parallel along the horizontal plane, and the channel steel side plates on the outside of the upper turning beam are provided with There are two through holes, one end of the connecting rod is fixed with a screw rod matched with the through hole, the screw rod extends through the through hole into the channel steel and is fixed on the channel steel by the first nut. 3.根据权利要求2所述的一种外墙脚手架连墙件,其特征在于:所述第一螺母与槽钢侧板之间的连接杆上还套设有第一垫片。3 . An outer wall scaffolding connecting wall piece according to claim 2 , wherein a first washer is also sleeved on the connecting rod between the first nut and the channel steel side plate. 4 . 4.根据权利要求1所述的一种外墙脚手架连墙件,其特征在于:所述螺栓为双头螺栓,所述螺栓沿钢管径向方向依次穿过钢管侧壁、连接杆和钢管的另一侧壁,所述钢管外侧的螺栓两端均通过第二螺母锁紧固定。4. An external wall scaffolding connecting wall piece according to claim 1, characterized in that: the bolts are stud bolts, and the bolts pass through the side walls of the steel pipe, the connecting rod and the steel pipe in turn along the radial direction of the steel pipe. On the other side wall, both ends of the bolt on the outer side of the steel pipe are locked and fixed by the second nut. 5.根据权利要求4所述的一种外墙脚手架连墙件,其特征在于:所述第二螺母与钢管之间的螺栓上还套设有第二垫片。5 . The wall-connecting piece for external wall scaffolding according to claim 4 , wherein a second gasket is also sleeved on the bolt between the second nut and the steel pipe. 6 . 6.根据权利要求1所述的一种外墙脚手架连墙件,其特征在于:所述钢管通过扣件连接脚手架。6 . The wall-connecting piece for external wall scaffolding according to claim 1 , wherein the steel pipe is connected to the scaffolding through fasteners. 7 . 7.根据权利要求1所述的一种外墙脚手架连墙件,其特征在于:所述槽钢的开口宽度略大于上翻梁宽度。7 . The wall-connecting piece for external wall scaffolding according to claim 1 , wherein the opening width of the channel steel is slightly larger than the width of the upper turning beam. 8 . 8.根据权利要求1所述的一种外墙脚手架连墙件,其特征在于:所述槽钢的高度小于上翻梁的上翻高度且大于上翻高度的一半。8 . The wall-connecting piece for external wall scaffolding according to claim 1 , wherein the height of the channel steel is less than the upturning height of the upturning beam and more than half of the upturning height. 9 .
CN202020174510.1U 2020-02-14 2020-02-14 A kind of external wall scaffolding connecting wall Expired - Fee Related CN211850773U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113338606A (en) * 2021-06-21 2021-09-03 中建科工集团有限公司 Wall connecting piece and outer scaffold mounting structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113338606A (en) * 2021-06-21 2021-09-03 中建科工集团有限公司 Wall connecting piece and outer scaffold mounting structure

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