CN204139570U - Detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components - Google Patents
Detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components Download PDFInfo
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- CN204139570U CN204139570U CN201420489120.8U CN201420489120U CN204139570U CN 204139570 U CN204139570 U CN 204139570U CN 201420489120 U CN201420489120 U CN 201420489120U CN 204139570 U CN204139570 U CN 204139570U
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技术领域technical field
本实用新型涉及悬挑型钢梁的固定装置,具体涉及含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置。The utility model relates to a fixing device for a cantilevered steel beam, in particular to a detachable pre-embedded fixing device for a cantilevered steel beam with a horizontal fixing component.
背景技术Background technique
随着现代建筑业的迅速发展,城市中高层建筑成为主要建筑,型钢悬挑脚手架是主要的脚手架类型之一,而随着绿色施工理念的不断推广以及绿色施工技术重要性日益增强,对型钢悬挑脚手架的绿色施工技术的需求日益增强。With the rapid development of the modern construction industry, urban medium and high-rise buildings have become the main buildings, and steel cantilevered scaffolding is one of the main types of scaffolding. With the continuous promotion of green construction concepts and the increasing importance of green construction technology, steel cantilevered scaffolding is becoming more and more important. The demand for green construction technology of scaffolding is increasing day by day.
传统的外脚手架悬挑型钢梁采用木枋锯成楔形,塞入悬挑型钢梁与预埋件之间以防止工字钢的水平移动,这种方法会造成木枋的浪费且不利于现场文明施工。工人在现场操作时常常较为随意,木枋也不切割成楔形,而木枋塞入悬挑型钢梁与预埋件之间后没有敲紧,造成悬挑型钢梁与预埋件之间塞入的木枋常常起不到在水平方向上固定的作用,从而使悬挑型钢梁仍存在在水平方向上摆动的危险,进而影响整个外架体系的稳定性。另外,传统做法中U形钢筋拉环作型钢梁预埋件不可反复周转利,增加了成本投入,且对环境有一定污染,不环保。The cantilevered steel beams of the traditional external scaffolding are sawn into wedges by wooden beams and inserted between the cantilevered steel beams and the embedded parts to prevent the horizontal movement of the I-beams. This method will cause waste of wooden beams and is not conducive to On-site civilized construction. Workers are often more casual when operating on site, and the wooden beams are not cut into wedge shapes, and the wooden beams are inserted between the cantilevered steel beams and the embedded parts and are not tapped tightly, resulting in a gap between the cantilevered steel beams and the embedded parts. The inserted wooden joists often fail to fix in the horizontal direction, so that the cantilevered steel beams still have the risk of swinging in the horizontal direction, which in turn affects the stability of the entire outer frame system. In addition, in the traditional method, the U-shaped steel bar pull ring is used as the embedded part of the steel beam, which cannot be recycled repeatedly, which increases the cost investment, and has a certain pollution to the environment, which is not environmentally friendly.
实用新型内容Utility model content
为了克服现有技术的不足,本实用新型的目的在于提供含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置,其在水平方向上紧固固定悬挑型钢梁,还便于装拆,利于多次周转使用。In order to overcome the deficiencies of the prior art, the purpose of this utility model is to provide a detachable cantilevered steel beam pre-embedded fixing device with a horizontal fixing component, which fastens and fixes the cantilevered steel beam in the horizontal direction, and is also convenient for installation. Dismantling is beneficial for repeated use.
本实用新型的目的采用如下技术方案实现:The purpose of this utility model adopts following technical scheme to realize:
含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置,包括截面呈“工”字型的悬挑型钢梁、混凝土结构件、水平固定组件、压板、底板、至少两个螺杆、与各螺杆分别螺纹配合的第一螺母,螺杆分设于悬挑型钢梁的两侧,各螺杆均竖向设置且相互间隔,水平固定组件的一端与螺杆可拆卸地连接,水平固定组件的另一端与悬挑型钢梁的侧面沿水平方向抵压配合,各螺杆的下部及底板预埋于混凝土结构件内,底板与各螺杆的底端固定,各螺杆的顶端穿过压板后分别与各第一螺母螺纹锁紧连接,压板与悬挑型钢梁的顶端沿竖直方向抵压配合,混凝土结构件与悬挑型钢梁的底端沿竖直方向抵压配合。Detachable cantilevered steel beam pre-embedded fixing device with horizontal fixing components, including cantilevered steel beams with "I"-shaped cross section, concrete structural parts, horizontal fixing components, pressure plate, bottom plate, at least two screws, The first nuts are threadedly matched with the respective screws. The screws are respectively arranged on both sides of the cantilevered steel beam. The screws are arranged vertically and spaced apart from each other. One end is press-fitted with the side of the cantilevered steel beam along the horizontal direction. The lower part of each screw and the bottom plate are pre-embedded in the concrete structure. The first nut is threaded and locked, the pressing plate is press-fitted with the top of the cantilevered steel beam along the vertical direction, and the concrete structure is press-fitted with the bottom end of the cantilevered steel beam along the vertical direction.
优选地,所述水平固定组件至少为两个,分设于悬挑型钢梁的两侧。Preferably, there are at least two horizontal fixing components, which are respectively arranged on two sides of the cantilevered steel beam.
优选地,所述水平固定组件包括与螺杆螺纹配合的第二螺母、由该第二螺母的一侧水平延伸出的螺纹调节杆和与螺纹调节杆螺纹配合的压头,分别位于悬挑型钢梁两侧的压头相对且均与悬挑型钢梁的侧面沿水平方向抵压配合。Preferably, the horizontal fixing assembly includes a second nut threaded with the screw rod, a threaded adjustment rod extending horizontally from one side of the second nut, and a pressure head threaded with the threaded adjustment rod, respectively located on the cantilevered steel The pressure heads on both sides of the beam are opposite and press fit with the side of the cantilevered steel beam along the horizontal direction.
优选地,所述压头包括连接管和竖直板,连接管的内壁设有与螺纹调节杆螺纹配合的内螺纹,竖直板与悬挑型钢梁的侧面贴合。Preferably, the pressure head includes a connecting pipe and a vertical plate, the inner wall of the connecting pipe is provided with an internal thread threaded with the threaded adjustment rod, and the vertical plate is attached to the side of the cantilevered steel beam.
优选地,所述螺杆上设有与第一螺母螺纹配合的第一外螺纹以及与第二螺母螺纹配合的第二外螺纹,第一外螺纹和第二外螺纹相间隔。Preferably, the screw rod is provided with a first external thread threaded with the first nut and a second external thread threaded with the second nut, and the first external thread and the second external thread are spaced apart.
优选地,所述压板上开有均供螺杆穿入的圆孔和长圆孔,圆孔和长圆孔分设于悬挑型钢梁的两侧,圆孔与螺杆紧密套装配合,长圆孔的长度方向与悬挑型钢梁的侧面垂直。Preferably, the pressure plate is provided with a round hole and an oblong hole for the screw to penetrate. The round hole and the oblong hole are respectively arranged on both sides of the cantilevered steel beam. The round hole is closely fitted with the screw, and the length direction of the oblong hole is Perpendicular to the sides of the cantilevered steel beams.
优选地,所述悬挑型钢梁的底端与混凝土结构件之间垫设有垫板。Preferably, a backing plate is placed between the bottom end of the cantilevered steel beam and the concrete structural member.
优选地,所述底板上固定有至少两个套管,各套管分设于悬挑型钢梁的两侧,并均从混凝土结构件内向上伸出,所述螺杆一一对应插装于各套管内。Preferably, at least two bushings are fixed on the bottom plate, each bushing is respectively arranged on both sides of the cantilevered steel beam, and both protrude upwards from the concrete structure, and the screws are inserted into each inside the casing.
相比现有技术,本实用新型的有益效果在于:Compared with the prior art, the beneficial effects of the utility model are:
(1)本实用新型不仅可在竖直方向上通过螺杆、第一螺母的锁紧来促使压板对悬挑型钢梁进行压紧固定,还可在水平方向上通过水平固定组件来固定悬挑型钢梁,可以极大抵消悬挑型钢梁沿截面方向的扭矩,避免水平方向上摆动的危险,进而确保整个型钢悬挑脚手架的稳定性;(1) The utility model can not only force the pressure plate to compress and fix the cantilevered steel beam through the locking of the screw rod and the first nut in the vertical direction, but also fix the cantilevered steel beam in the horizontal direction through the horizontal fixing component. Shaped steel beams can greatly offset the torque of the cantilevered steel beams along the section direction, avoiding the danger of swinging in the horizontal direction, thereby ensuring the stability of the entire cantilevered steel scaffolding;
(2)本实用新型通过螺纹调节杆与压头的螺纹配合,可以调节水平压紧悬挑型钢梁的作用力,而且,由于第一螺母与螺杆螺纹配合,第二螺母也与螺杆螺纹配合,则可使安装过程操作简单,施工便捷;另外,圆孔和长圆孔的设置利于位于悬挑型钢梁两侧的螺杆进行位置、间距调整,进一步方便安装和拆卸,拆除后可多次周转使用,节约成本,无环境污染;(2) The utility model can adjust the force of horizontally compressing the cantilevered steel beam through the thread adjustment rod and the screw thread of the pressure head. Moreover, since the first nut is threaded with the screw rod, the second nut is also threaded with the screw rod. , it can make the installation process easy to operate and the construction is convenient; in addition, the setting of round holes and long round holes is conducive to the adjustment of the position and spacing of the screws located on both sides of the cantilevered steel beam, which further facilitates installation and disassembly, and can be turned over many times after dismantling Use, cost saving, no environmental pollution;
(3)本实用新型的底板结合套管可固定螺杆的下部,实现螺杆下部预先埋设在混凝土结构件内,同时,套管可将螺杆与混凝土结构件隔离,方便安装和拆除,具体地,在悬挑型钢梁安装时,直接通过吊车或塔式起重机将悬挑型钢梁放在两侧螺杆之间再安装压板,因此,悬挑型钢梁安装时可通过垂直方向吊装一次到位,而传统封闭U形钢筋拉环是通过水平移动吊装到位,具有安装速度快,工艺操作简单、方便,节省劳动力投入的优点。(3) The bottom plate of the utility model combined with the sleeve can fix the lower part of the screw, so that the lower part of the screw can be pre-embedded in the concrete structure. At the same time, the sleeve can isolate the screw from the concrete structure, which is convenient for installation and removal. Specifically, in When installing the cantilevered steel girder, place the cantilevered steel girder directly between the screws on both sides by a crane or tower crane and then install the pressure plate. The traditional closed U-shaped steel bar pull ring is hoisted in place by horizontal movement, which has the advantages of fast installation speed, simple and convenient process operation, and saves labor input.
下面结合附图和具体实施方式对本实用新型作进一步详细说明。The utility model is described in further detail below in conjunction with accompanying drawing and specific embodiment.
附图说明Description of drawings
图1为本实用新型含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置的主视结构示意图;Fig. 1 is the schematic diagram of the front view of the detachable cantilever steel beam pre-embedded fixing device containing horizontal fixing components of the present invention;
图2为本实用新型水平固定组件的结构示意图;Fig. 2 is a structural schematic diagram of the horizontal fixing assembly of the present invention;
图3为本实用新型螺杆插装至套管的装配示意图;Figure 3 is a schematic diagram of the assembly of the utility model screw inserted into the casing;
图4为图3的俯视图;Fig. 4 is the top view of Fig. 3;
图5为本实用新型压板的结构示意图;Fig. 5 is the structural representation of the utility model pressing plate;
图6为本实用新型含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置实际安装使用时的侧视结构示意图。Fig. 6 is a side view structural diagram of the detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components of the utility model when it is actually installed and used.
图中:1、固定架;10、底板;11、套管;12、螺杆;121、第一外螺纹;122、第二外螺纹;2、第一螺母;3、水平固定组件;4、压板;5、悬挑型钢梁;6、混凝土结构件;7、垫板;8、圆孔;9、长圆孔;13、竖直板;14、连接管;15、螺纹调节杆;16、第二螺母;17、压头。In the figure: 1. Fixing frame; 10. Bottom plate; 11. Sleeve; 12. Screw; 121. First external thread; 122. Second external thread; 2. First nut; 3. Horizontal fixing component; 4. Pressing plate ;5, cantilevered steel beam; 6, concrete structure; 7, backing plate; 8, round hole; 9, long round hole; 13, vertical plate; 14, connecting pipe; Two nuts; 17, pressure head.
具体实施方式Detailed ways
如图1所示的含水平固定组件的可拆卸式悬挑型钢梁预埋固定装置,包括截面呈“工”字型的悬挑型钢梁5、混凝土结构件6、水平固定组件3、压板4、底板10、至少两个螺杆12、与各螺杆12分别螺纹配合的第一螺母2,螺杆12分设于悬挑型钢梁5的两侧,各螺杆12均竖向设置且相互间隔,水平固定组件3的一端与螺杆12可拆卸地连接,水平固定组件3的另一端与悬挑型钢梁5的侧面沿水平方向抵压配合,各螺杆12的下部及底板10预埋于混凝土结构件6内,底板10与各螺杆12的底端固定,各螺杆12的顶端穿过压板4后分别与各第一螺母2螺纹锁紧连接,压板4与悬挑型钢梁5的顶端沿竖直方向抵压配合,混凝土结构件6与悬挑型钢梁5的底端沿竖直方向抵压配合。As shown in Figure 1, the detachable cantilevered steel beam pre-embedded fixing device with horizontal fixing components includes a cantilevered steel beam 5 with an "I"-shaped cross section, a concrete structure 6, a horizontal fixing component 3, The pressure plate 4, the bottom plate 10, at least two screw rods 12, and the first nuts 2 threaded with each screw rod 12 respectively, the screw rods 12 are respectively arranged on both sides of the cantilevered steel beam 5, and each screw rod 12 is vertically arranged and spaced from each other, One end of the horizontal fixing component 3 is detachably connected with the screw rod 12, the other end of the horizontal fixing component 3 is press-fitted with the side of the cantilevered steel beam 5 along the horizontal direction, and the lower part of each screw rod 12 and the bottom plate 10 are pre-embedded in the concrete structure In the part 6, the base plate 10 is fixed to the bottom end of each screw rod 12, and the top end of each screw rod 12 passes through the pressing plate 4 and is respectively threadedly connected with each first nut 2, and the top end of the pressing plate 4 and the cantilevered steel beam 5 are vertically connected to each other. Press fit in the vertical direction, and the bottom end of the concrete structure 6 and the cantilevered steel beam 5 press fit in the vertical direction.
悬挑型钢梁5可被方便地吊装放置在两侧的螺杆12之间的混凝土结构件6上,同时,悬挑型钢梁5受竖直方向上压板4的压紧力,将在竖直方向上稳固固定在混凝土结构件6上,悬挑型钢梁5同时还受水平固定组件3的水平作用力,从而在水平方向上固定悬挑型钢梁5,防止悬挑型钢梁5在水平方向上摆动。由于可将悬挑型钢梁5竖直垂吊在两侧的螺杆12之间后再用第一螺母2锁紧压板4,因此其安装、拆除方便快速。其中,本例的螺杆12为两个,也可设为更多数量,对称设置在悬挑型钢梁5的两侧。The cantilevered steel beam 5 can be conveniently hoisted and placed on the concrete structure 6 between the screw rods 12 on both sides. It is firmly fixed on the concrete structure 6 in the vertical direction, and the cantilevered steel beam 5 is also subjected to the horizontal force of the horizontal fixing component 3, thereby fixing the cantilevered steel beam 5 in the horizontal direction, preventing the cantilevered steel beam 5 from swing in the horizontal direction. Because the cantilevered steel beam 5 can be hung vertically between the screw rods 12 on both sides and then the first nut 2 is used to lock the pressing plate 4, so its installation and removal are convenient and fast. Wherein, there are two screw rods 12 in this example, and can also be set to a greater number, which are symmetrically arranged on both sides of the cantilevered steel beam 5 .
水平固定组件3至少为两个,分设于悬挑型钢梁5的两侧。两侧的水平固定组件3可分别对悬挑型钢梁5的两侧进行水平方向上的压紧,使悬挑型钢梁5在水平方向上得到的固定更加平稳。There are at least two horizontal fixing components 3 , which are respectively arranged on both sides of the cantilevered steel beam 5 . The horizontal fixing components 3 on both sides can respectively compress both sides of the cantilever-shaped steel beam 5 in the horizontal direction, so that the cantilever-shaped steel beam 5 can be fixed more stably in the horizontal direction.
如图1~2所示,本例采用的水平固定组件3优选为以下结构:As shown in Figures 1-2, the horizontal fixing component 3 used in this example is preferably the following structure:
水平固定组件3包括与螺杆12螺纹配合的第二螺母16、由该第二螺母16的一侧水平延伸出的螺纹调节杆15和与螺纹调节杆15螺纹配合的压头17,分别位于悬挑型钢梁5两侧的压头17相对且均与悬挑型钢梁5的侧面沿水平方向抵压配合。第二螺母16可以方便地锁合在螺杆12上,同时通过旋转调节压头17,使压头17相对于螺纹调节杆15伸缩,就可以调节压头17对悬挑型钢梁侧面的压紧力。同时,第二螺母16与螺杆12的螺纹配合,旋转第二螺母16后,便于调节压头17压紧悬挑型钢梁5的角度,便于对位,利于悬挑型钢梁5保持水平方向上的平衡、稳定。The horizontal fixing assembly 3 includes a second nut 16 threaded with the screw rod 12, a threaded adjustment rod 15 extending horizontally from one side of the second nut 16, and a pressure head 17 threaded with the threaded adjustment rod 15. The pressure heads 17 on both sides of the shaped steel beam 5 are opposite and press fit with the sides of the cantilevered shaped steel beam 5 along the horizontal direction. The second nut 16 can be easily locked on the screw rod 12. At the same time, by rotating and adjusting the pressure head 17, the pressure head 17 can be stretched relative to the threaded adjustment rod 15, so that the compression of the pressure head 17 to the side of the cantilevered steel beam can be adjusted. force. Simultaneously, the second nut 16 cooperates with the thread of the screw rod 12. After the second nut 16 is rotated, it is convenient to adjust the angle at which the pressure head 17 compresses the cantilevered steel beam 5, which is convenient for alignment and helps the cantilevered steel beam 5 to maintain a horizontal direction. balance and stability.
压头17包括连接管14和竖直板13,连接管14的内壁设有与螺纹调节杆15螺纹配合的内螺纹(图中未标),竖直板13与悬挑型钢梁5的侧面贴合。本例的竖直板13为钢板,竖直板13作用是分散连接管14传递给悬挑型钢梁5的压力,且增加压头17与悬挑型钢梁5之间的摩擦,避免水平固定组件3与悬挑型钢梁5产生滑移。The pressure head 17 comprises a connecting pipe 14 and a vertical plate 13, the inner wall of the connecting pipe 14 is provided with an internal thread (not marked in the figure) threaded with the threaded adjustment rod 15, the vertical plate 13 and the side surface of the cantilevered steel beam 5 fit. The vertical plate 13 of this example is a steel plate, and the function of the vertical plate 13 is to disperse the pressure transmitted from the connecting pipe 14 to the cantilevered steel beam 5, and increase the friction between the pressure head 17 and the cantilevered steel beam 5 to avoid horizontal The fixed assembly 3 and the cantilevered steel beam 5 slip.
如图3所示,螺杆12上设有与第一螺母2螺纹配合的第一外螺纹121以及与第二螺母16螺纹配合的第二外螺纹122,第一外螺纹121和第二外螺纹122相间隔。因此,螺杆12可以在需要与第一螺母2、第二螺母16配合的区域分别开设第一外螺纹121、第二外螺纹122,降低成本。As shown in Figure 3, the screw rod 12 is provided with a first external thread 121 threaded with the first nut 2 and a second external thread 122 threaded with the second nut 16, the first external thread 121 and the second external thread 122 spaced apart. Therefore, the first external thread 121 and the second external thread 122 can be respectively provided in the areas where the screw 12 needs to cooperate with the first nut 2 and the second nut 16 , thereby reducing the cost.
如图5所示,作为压板4的较佳实施方式,压板4上开有均供螺杆12穿入的圆孔8和长圆孔9,圆孔8和长圆孔9分设于悬挑型钢梁5的两侧,圆孔8与螺杆12紧密套装配合,长圆孔9的长度方向与悬挑型钢梁5的侧面垂直。长圆孔9便于压板4与螺杆12对位配装,也便于压头17对悬挑型钢梁5压紧力的调节。As shown in Figure 5, as a preferred embodiment of the pressing plate 4, the pressing plate 4 is provided with a round hole 8 and an oblong hole 9 for the screw 12 to penetrate, and the round hole 8 and the oblong hole 9 are respectively arranged on the cantilevered steel beam 5 The two sides of the round hole 8 and the screw rod 12 are tightly fitted, and the length direction of the long round hole 9 is perpendicular to the side of the cantilevered steel beam 5. The oblong hole 9 is convenient for the matching of the pressing plate 4 and the screw rod 12, and it is also convenient for the pressure head 17 to adjust the pressing force of the cantilevered steel beam 5.
悬挑型钢梁5的底端与混凝土结构件6之间垫设有垫板7,该垫板7可以扩大悬挑型钢梁5与混凝土结构件6之间的受压面积,减少悬挑型钢梁5底端集中受力,有利于混凝土结构件6不受到破坏或受力集中而产生结构裂缝。本例的垫板7为钢板。A backing plate 7 is placed between the bottom end of the cantilevered steel beam 5 and the concrete structural member 6. The backing plate 7 can expand the compression area between the cantilevered steel beam 5 and the concrete structural member 6 and reduce the overhang The concentrated stress at the bottom end of the shaped steel beam 5 is beneficial to prevent the concrete structure 6 from being damaged or structural cracks due to stress concentration. Backing plate 7 of this example is a steel plate.
如图1、图3~4所示,底板10上固定有至少两个套管11,本例的套管11为两个,也设置为更多数量,各套管11分设于悬挑型钢梁5的两侧,并均从混凝土结构件6内向上伸出,螺杆12一一对应插装于各套管11内。套管11可将螺杆12下部与混凝土结构件6隔离,方便安装和拆除后周转循环使用。其中,螺杆12、套管11和底板10可以组成一个固定架1,形成预先固定在混凝土结构件6上的架体。压板4和底板10为钢板,套管11为PVC管。As shown in Figure 1 and Figures 3 to 4, at least two sleeves 11 are fixed on the bottom plate 10, and the number of sleeves 11 in this example is two, and there are also more numbers. Both sides of the beam 5 protrude upwards from the concrete structure 6 , and the screw rods 12 are inserted into the casings 11 one by one. The casing 11 can isolate the lower part of the screw rod 12 from the concrete structure 6, which is convenient for the turnover and recycling after installation and removal. Wherein, the screw rod 12, the casing 11 and the bottom plate 10 can form a fixing frame 1, forming a frame body fixed on the concrete structure 6 in advance. Pressing plate 4 and base plate 10 are steel plates, and sleeve pipe 11 is a PVC pipe.
实际安装使用时,如图6所示,每条悬挑型钢梁5可以至少安装两组包括螺杆12、压板4、底板10、第一螺母2、水平固定组件3,进一步利于钢悬挑脚手架的稳定、安全。实地安装时,悬挑型钢梁5直接放入上述固定架1内即两侧螺杆12之间,通过第一螺母2锁紧压板,压紧4竖直向下压紧悬挑型钢梁5形成固定,再通过水平固定组件3配合顶紧,防止左右偏移。拆除时,松动第一螺母2和压板4后就可以直接取出悬挑型钢梁5,在固定架1的螺杆12的顶部轻敲后,固定架1自然脱落便可周转利用。During actual installation and use, as shown in Figure 6, each cantilevered steel beam 5 can be installed with at least two groups including screw rod 12, pressure plate 4, base plate 10, first nut 2, and horizontal fixing assembly 3, which is further beneficial to steel cantilevered scaffolding. stability and security. During field installation, the cantilevered steel beam 5 is directly put into the above-mentioned fixed frame 1, that is, between the screw rods 12 on both sides, and the pressure plate is locked by the first nut 2, and the cantilevered steel beam 5 is pressed vertically downward by the compression 4 It is fixed, and then the horizontal fixing assembly 3 is used to cooperate and tighten to prevent left and right deviation. When dismantling, just can directly take out cantilever-shaped steel beam 5 after loosening first nut 2 and pressing plate 4, after the top of the screw rod 12 of fixed mount 1 is tapped, fixed mount 1 falls off naturally and can be recycled.
上述实施方式仅为本实用新型的优选实施方式,不能以此来限定本实用新型保护的范围,本领域的技术人员在本实用新型的基础上所做的任何非实质性的变化及替换均属于本实用新型所要求保护的范围。The above-mentioned embodiments are only preferred embodiments of the present utility model, and cannot be used to limit the scope of protection of the present utility model. The scope of protection required by the utility model.
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| CN201420489120.8U CN204139570U (en) | 2014-08-27 | 2014-08-27 | Detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153555A (en) * | 2014-08-27 | 2014-11-19 | 中国建筑第五工程局有限公司东莞分公司 | Detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components |
| CN111792522A (en) * | 2020-08-05 | 2020-10-20 | 云南建投第十一建设有限公司 | A construction method for improving the horizontal accuracy of the rail top of the crane beam |
| CN112663937A (en) * | 2019-10-16 | 2021-04-16 | 新疆苏中建设工程有限公司 | A turnover formula anchor ring for scaffold frame of encorbelmenting |
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2014
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153555A (en) * | 2014-08-27 | 2014-11-19 | 中国建筑第五工程局有限公司东莞分公司 | Detachable cantilever steel beam pre-embedded fixing device with horizontal fixing components |
| CN112663937A (en) * | 2019-10-16 | 2021-04-16 | 新疆苏中建设工程有限公司 | A turnover formula anchor ring for scaffold frame of encorbelmenting |
| CN111792522A (en) * | 2020-08-05 | 2020-10-20 | 云南建投第十一建设有限公司 | A construction method for improving the horizontal accuracy of the rail top of the crane beam |
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