CN201305996Y - Connecting piece capable of lowering jacking cantilever of scaffold - Google Patents

Connecting piece capable of lowering jacking cantilever of scaffold Download PDF

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Publication number
CN201305996Y
CN201305996Y CNU2008201926727U CN200820192672U CN201305996Y CN 201305996 Y CN201305996 Y CN 201305996Y CN U2008201926727 U CNU2008201926727 U CN U2008201926727U CN 200820192672 U CN200820192672 U CN 200820192672U CN 201305996 Y CN201305996 Y CN 201305996Y
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lock nut
locking nut
nut
connecting sleeve
cantilever
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李文祥
王爱勋
郭丰
胡宝明
杜峰
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Wuhan Construction Engineering Co Ltd
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Wuhan Construction Engineering Co Ltd
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Abstract

本实用新型公开了一种能降低钢管脚手架顶托悬臂高度的连接件,其特征在于:连接件由上锁紧螺母、连接套筒、下锁紧螺母,以及焊接在上锁紧螺母、下锁紧螺母侧壁的旋转叶组成,上锁紧螺、连接套筒、下锁紧螺母组装在顶杆上,连接套筒位于下锁紧螺母与上锁紧螺母之间,连接套筒嵌入上锁紧螺母与下锁紧螺母的凹槽内。上锁紧螺母、下锁紧螺母呈凹形,凹形两侧带旋转叶,上锁紧螺母、下锁紧螺母凹槽相对使用。本实用新型结构简单,结构合理,构造简单,使用方便,拆卸简单,能有效地降低顶托悬臂高度,从而提高支撑架体的稳定性,保证结构阶段施工安全。

Figure 200820192672

The utility model discloses a connecting piece capable of lowering the height of the cantilever of a steel pipe scaffold, which is characterized in that: the connecting piece is composed of an upper lock nut, a connecting sleeve, a lower lock nut, and welded on the upper lock nut, the lower lock Composed of rotating leaves on the side wall of the lock nut, the upper lock screw, connecting sleeve and lower lock nut are assembled on the ejector rod, the connecting sleeve is located between the lower lock nut and the upper lock nut, and the connecting sleeve is embedded in the lock In the groove of the lock nut and the lower lock nut. The upper lock nut and the lower lock nut are concave, with rotating leaves on both sides of the concave shape, and the grooves of the upper lock nut and the lower lock nut are used oppositely. The utility model has the advantages of simple structure, reasonable structure, simple structure, convenient use and simple disassembly, and can effectively reduce the height of the jacking cantilever, thereby improving the stability of the support frame and ensuring the safety of construction in the structural stage.

Figure 200820192672

Description

一种能降低脚手架顶托悬臂的连接件 A connecting piece capable of lowering the cantilever of scaffolding jacking

技术领域 technical field

本实用新型涉及脚手架可调顶托,更具体涉及一种能降低脚手架可调顶托悬臂高度的连接件。The utility model relates to an adjustable jacking bracket of a scaffold, in particular to a connecting piece capable of lowering the height of the cantilever of the adjustable jacking bracket of a scaffolding.

背景技术 Background technique

目前,承插类碗扣式或槽楔式脚手架广泛应用房屋建筑、桥梁建设等方面,它是一种杆件轴心相交(接)承插式钢管脚手架,具有拆装方便、效率高、整体强度好、安全可靠、维护简单等特点,比扣件式钢管脚手架具有较强的稳定承载能力,不仅可以组装各式脚手架,而且更适合构造支撑架体,特别是重载支撑架。其立杆的长度规格为标准化,有1.2m、1.8m、2.4m、3.0m四种规格,搭设架体时,立杆顶端一般插入可调节支撑高度的顶托来承受上部传递的荷载,顶托的顶杆为螺杆。工程建设当中,由于建筑物层高的限制、脚手架立杆材料不匹配,经常会出现立杆、顶托组配时,顶托的悬臂高度过大,特别是在重载情况下,造成脚手架受压杆件的稳定性不够,直接影响结构施工安全。At present, socket-type bowl-buckle or slot-wedge scaffolds are widely used in housing construction and bridge construction. It has the characteristics of good strength, safety and reliability, and easy maintenance. It has a stronger stable bearing capacity than fastener-type steel pipe scaffolding. It can not only assemble various scaffolds, but also is more suitable for constructing support frames, especially heavy-duty support frames. The length specification of the pole is standardized, and there are four specifications of 1.2m, 1.8m, 2.4m, and 3.0m. The push rod of support is screw rod. During engineering construction, due to the limitation of the height of the building and the mismatch of scaffolding pole materials, it often happens that when the poles and jacking brackets are assembled, the height of the cantilever of the jacking brackets is too large, especially under heavy load conditions, causing the scaffolding to be damaged. The stability of the compression bar is not enough, which directly affects the construction safety of the structure.

因此需要设计一种能组装在顶托上的配件,可与普通钢管、扣件进行纵横连接,降低顶托的悬臂高度,来满足脚手架受压杆件的稳定性。Therefore, it is necessary to design an accessory that can be assembled on the jacking bracket, which can be connected vertically and horizontally with ordinary steel pipes and fasteners, and reduce the cantilever height of the jacking bracket to meet the stability of the scaffold’s compression members.

发明内容 Contents of the invention

本实用新型的目的是在于提供了一种能降低脚手架顶托悬臂高度的连接件,其结构简单,通用性强,能满足各种支承架体,对采用承插类碗扣式或槽楔式脚手架的支撑架体尤为适用。The purpose of this utility model is to provide a connecting piece that can reduce the height of the cantilever of the scaffolding jacking. The supporting frame body of scaffolding is especially applicable.

为了实现上述的目的,本实用新型采用如下技术方案:In order to achieve the above-mentioned purpose, the utility model adopts the following technical solutions:

一种能降低钢管脚手架顶托悬臂高度的连接件,是在不改变常用的脚手架可调顶托结构上,增加该连接件。常用可调顶托基本上由顶杆、托座以用组装在顶杆上的调节螺母组成。连接件特征在于:连接件由连接套筒,上锁紧螺母、下锁紧螺母,以及焊接在上锁紧螺母、下锁紧螺母侧壁的旋转叶组成,上锁紧螺母、连接套筒、下锁紧螺母组装在顶杆上,连接套筒位于下锁紧螺母与上锁紧螺母之间,并嵌入上锁紧螺母与下锁紧螺母的凹槽内。A connecting piece capable of reducing the height of a steel pipe scaffold jacking cantilever is to add the connecting piece without changing the adjustable jacking structure of a commonly used scaffold. Commonly used adjustable jacking brackets are basically composed of a mandrel, a bracket and an adjusting nut assembled on the mandrel. The connecting piece is characterized in that: the connecting piece is composed of a connecting sleeve, an upper locking nut, a lower locking nut, and rotating leaves welded on the side walls of the upper locking nut and the lower locking nut, the upper locking nut, the connecting sleeve, The lower locking nut is assembled on the push rod, and the connecting sleeve is located between the lower locking nut and the upper locking nut, and embedded in the groove of the upper locking nut and the lower locking nut.

上述上锁紧螺母、连接套筒、下锁紧螺母、调节螺母依次从托座底向下组装在顶杆上。The upper locking nut, the connecting sleeve, the lower locking nut and the adjusting nut are sequentially assembled on the push rod from the bottom of the bracket downward.

连接套筒采用Φ48mm普通钢管,内壁是筒状。上锁紧螺母、下锁紧螺母通用,上锁紧螺母、下锁紧螺母呈“凹”形,连接套筒嵌入上锁紧螺母与下锁紧螺母的凹槽内。The connection sleeve adopts Φ48mm ordinary steel pipe, and the inner wall is cylindrical. The upper lock nut and the lower lock nut are common, and the upper lock nut and the lower lock nut are in a "concave" shape, and the connecting sleeve is embedded in the groove of the upper lock nut and the lower lock nut.

一种能降低钢管脚手架顶托悬臂高度的连接件使用方法:A method of using a connector that can reduce the height of the steel pipe scaffolding jacking cantilever:

A、将顶杆插入脚手架顶部立杆内,旋转调节螺母直至托座的位置满足托梁安装要求,并将调节螺母与立杆锁紧。A. Insert the ejector rod into the vertical rod on the top of the scaffold, rotate the adjusting nut until the position of the bracket meets the installation requirements of the joist, and lock the adjusting nut and the vertical rod.

B、先旋转下锁紧螺母,将连接套筒嵌入下锁紧螺母凹槽内,再旋转上锁紧螺母,固定连接套筒。B. Rotate the lower locking nut first, insert the connecting sleeve into the groove of the lower locking nut, and then rotate the upper locking nut to fix the connecting sleeve.

C、用普通钢管和扣件纵横连接于连接套筒上。C. Use ordinary steel pipes and fasteners to connect vertically and horizontally to the connecting sleeve.

本实用新型优点在于,结构合理,构造简单,使用方便,拆卸简单,能有效地降低顶托悬臂高度,从而提高支撑架体的稳定性,保证结构阶段施工安全。The utility model has the advantages of reasonable structure, simple structure, convenient use, simple disassembly, and can effectively reduce the height of the jacking cantilever, thereby improving the stability of the support frame and ensuring the safety of construction in the structural stage.

附图说明 Description of drawings

图1为一种能降低钢管脚手架顶托悬臂的连接件的立体结构示意图Fig. 1 is a schematic diagram of a three-dimensional structure of a connecting piece that can lower the supporting cantilever of steel pipe scaffolding

图2为一种上下锁紧锁紧螺母结构示意图Figure 2 is a structural schematic diagram of a locking nut up and down

图3为一种上下锁紧锁紧螺母附视图Fig. 3 is an attached view of a locking nut up and down

图4为一种上下锁紧锁紧螺母仰视图Figure 4 is a bottom view of a locking nut up and down

图5为一种上下锁紧锁紧螺母剖面图Figure 5 is a cross-sectional view of a locking lock nut up and down

图中,1为顶杆,2为托座,3为调节螺母,4为上锁紧螺母,5为连接套筒,6为下锁紧螺母,7为旋转叶,8为锁紧孔,9为孔洞。In the figure, 1 is the ejector rod, 2 is the bracket, 3 is the adjusting nut, 4 is the upper locking nut, 5 is the connecting sleeve, 6 is the lower locking nut, 7 is the rotating leaf, 8 is the locking hole, 9 for holes.

具体实施方式 Detailed ways

下面结合附图说明和具体实施方式对本实用新型作进一步的详细描述:Below in conjunction with description of drawings and specific embodiment, the utility model is described in further detail:

根据图1、图2、图3、图4、图5可知,一种能降低钢管脚手架顶托悬臂高度的连接件,是在不改变常用的脚手架可调顶托结构上,增加该连接件。其特征在于:连接件由上锁紧螺母4、连接套筒5、下锁紧螺母6组成,上锁紧螺母4、连接套筒5、下锁紧螺母6组装在顶杆1上,其连接套筒5采用Φ48mm普通钢管,上锁紧螺母4、下锁紧螺母6通用,上锁紧螺母4、下锁紧螺母6呈“凹”形,且“凹”形两侧焊接旋转叶7,旋转叶7上布置一个直径Φ0.6cm、0.7cm或0.8cm锁紧孔,上锁紧螺母4、下锁紧螺母6凹槽相对使用,作用在于上锁紧螺母4、下锁紧螺母6能嵌固连接套筒5。According to Fig. 1, Fig. 2, Fig. 3, Fig. 4, and Fig. 5, it can be known that a connecting piece that can reduce the height of the steel pipe scaffolding jacking cantilever is to increase the connecting piece without changing the adjustable jacking structure of the commonly used scaffolding. It is characterized in that: the connector is composed of an upper lock nut 4, a connecting sleeve 5, and a lower lock nut 6, and the upper lock nut 4, the connecting sleeve 5, and the lower lock nut 6 are assembled on the ejector rod 1, and its connection The sleeve 5 is made of Φ48mm ordinary steel pipe, the upper lock nut 4 and the lower lock nut 6 are common, the upper lock nut 4 and the lower lock nut 6 are in a "concave" shape, and the rotating leaves 7 are welded on both sides of the "concave" shape, A locking hole with a diameter of Φ0.6cm, 0.7cm or 0.8cm is arranged on the rotating blade 7, and the grooves of the upper lock nut 4 and the lower lock nut 6 are used oppositely, and the effect is that the upper lock nut 4 and the lower lock nut 6 can Embedded connection sleeve 5.

连接套筒5采用Φ48mm×3.0mm普通钢管,内壁是筒状,长度10cm、11cm或12cm,其作用在于可用普通钢管和扣件对其水平纵横连接,达到降低顶托的悬臂高度,提高架体的稳定性,保证结构施工安全的目的。连接套筒5位于下锁紧螺母4与上锁紧螺母6之间,并嵌入下锁紧螺母4与上锁紧螺母6的凹槽内。The connecting sleeve 5 adopts Φ48mm×3.0mm ordinary steel pipe, the inner wall is cylindrical, and the length is 10cm, 11cm or 12cm. stability, to ensure the safety of structural construction purposes. The connecting sleeve 5 is located between the lower locking nut 4 and the upper locking nut 6 , and embedded in the grooves of the lower locking nut 4 and the upper locking nut 6 .

上锁紧螺母4、下锁紧螺母6呈“凹”形,高度2cm或2.5cm。其作用在于将连接套筒5嵌入其内,“凹”形内直径48mm,“凹”形壁厚0.5cm、0.6cm或0.7cm,仅“凹”形底正中央制带内螺纹的孔洞9。孔洞9与顶杆1的直径、螺纹的尺寸相适应。The upper lock nut 4 and the lower lock nut 6 are in a "concave" shape with a height of 2cm or 2.5cm. Its function is to embed the connecting sleeve 5 in it, the inner diameter of the "concave" shape is 48mm, the wall thickness of the "concave" shape is 0.5cm, 0.6cm or 0.7cm, and only the hole 9 with internal thread is made in the center of the bottom of the "concave" shape . Hole 9 is compatible with the diameter of push rod 1, the size of screw thread.

旋转叶7成矩形,高度2cm或2.5cm,宽度1.5cm或2cm,焊接在上锁紧螺母4、下锁紧螺母6侧壁上,壁厚0.6cm或0.7cm,旋转叶7上布置一个直径Φ0.6cm、0.7cm或0.8cm锁紧孔,其作用在于可采用钎子旋转和锁紧上锁紧螺母4、下锁紧螺母6。The rotating blade 7 is rectangular, with a height of 2cm or 2.5cm and a width of 1.5cm or 2cm. It is welded on the side walls of the upper locking nut 4 and the lower locking nut 6 with a wall thickness of 0.6cm or 0.7cm. A diameter Φ0.6cm, 0.7cm or 0.8cm locking holes are used to rotate and lock the upper lock nut 4 and the lower lock nut 6 with a drill.

组装该连接件时,顶杆1上依次从托座2底向下开始组装上锁紧螺母4、连接套筒5,下锁紧螺母6,调节螺母3。先旋转调节螺母3直至托座2的位置满足托梁安装要求,并将调节螺母3与顶部立杆锁紧。再用钎子插入锁紧孔旋转下锁紧螺母6直至顶托悬臂高度值不影响支撑架体稳定性时,将连接套筒5嵌入下锁紧螺母6“凹”槽内,最后将钎子插入锁紧孔旋转锁紧上锁紧螺母4,固定连接套筒5。When assembling the connector, assemble the upper locking nut 4, the connecting sleeve 5, the lower locking nut 6, and the adjusting nut 3 sequentially from the bottom of the bracket 2 on the push rod 1. First rotate the adjusting nut 3 until the position of the bracket 2 meets the joist installation requirements, and lock the adjusting nut 3 with the top pole. Then insert the drill into the locking hole and rotate the lower lock nut 6 until the height of the jacking cantilever does not affect the stability of the support frame, insert the connecting sleeve 5 into the "concave" groove of the lower lock nut 6, and finally insert the drill Insert the locking hole and rotate and lock the upper locking nut 4 to fix the connecting sleeve 5 .

Claims (3)

1, a kind of connector that can reduce steel pipe scaffold jacking cantilever, it is by push rod (1), bracket (2), adjusting nut (3) is formed, it is characterized in that: connector is by upper locking nut (4), branch sleeve (5), lower locking nut (6), and be welded on upper locking nut (4), the pivoting leaf (7) of lower locking nut (6) sidewall is formed, upper locking nut (4), branch sleeve (5), lower locking nut (6) is assembled on the push rod (1), branch sleeve (5) is positioned between lower locking nut (6) and the upper locking nut (4), and branch sleeve (5) embeds in the groove of upper locking nut (6) and lower locking nut (4).
2, a kind of connector that can reduce steel pipe scaffold jacking cantilever according to claim 1 is characterized in that: branch sleeve (5) adopts Φ 48mm steel pipe, its length 10cm, 11cm or 12cm; Upper locking nut (4), lower locking nut (6) are spill, spill both sides band pivoting leafs (7), and pivoting leaf (7) is gone up placement diameter Φ 0.6cm, 0.7cm or 0.8cm locking hole (8).
3, a kind of connector that can reduce steel pipe scaffold jacking cantilever according to claim 1 is characterized in that: upper locking nut (4), lower locking nut (6) groove are relative.
CNU2008201926727U 2008-11-20 2008-11-20 Connecting piece capable of lowering jacking cantilever of scaffold Expired - Lifetime CN201305996Y (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102140837A (en) * 2011-03-01 2011-08-03 梁苏珊 Ring-lock adjustable pole support and ring-lock adjustable pole scaffold
WO2012062148A1 (en) * 2010-11-08 2012-05-18 北京金誉达租赁有限公司 Supporting structure for scaffolding and scaffolding having same
CN103089001A (en) * 2013-02-06 2013-05-08 梁苏珊 Sleeve disc structure of construction sleeve type steel pipe support frame and application and manufacture technology thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2012062148A1 (en) * 2010-11-08 2012-05-18 北京金誉达租赁有限公司 Supporting structure for scaffolding and scaffolding having same
CN102140837A (en) * 2011-03-01 2011-08-03 梁苏珊 Ring-lock adjustable pole support and ring-lock adjustable pole scaffold
CN102140837B (en) * 2011-03-01 2012-07-04 梁苏珊 Ring-lock adjustable pole support and ring-lock adjustable pole scaffold
CN103089001A (en) * 2013-02-06 2013-05-08 梁苏珊 Sleeve disc structure of construction sleeve type steel pipe support frame and application and manufacture technology thereof

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Granted publication date: 20090909