CN110468968A - A kind of the fixation device and fixing means of laminated floor slab overhanging type steel - Google Patents
A kind of the fixation device and fixing means of laminated floor slab overhanging type steel Download PDFInfo
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- CN110468968A CN110468968A CN201910679952.3A CN201910679952A CN110468968A CN 110468968 A CN110468968 A CN 110468968A CN 201910679952 A CN201910679952 A CN 201910679952A CN 110468968 A CN110468968 A CN 110468968A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4107—Longitudinal elements having an open profile, with the opening parallel to the concrete or masonry surface, i.e. anchoring rails
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
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Abstract
本发明涉及一种叠合楼板悬挑型钢的固定装置,包括一转换件和一U型螺栓,所述转换件预埋在预制叠合板内,转换件的顶部露出预制叠合板并与预制叠合板之间形成封闭的调节空间,所述U型螺栓连接在转换件上,U型螺栓的螺母安装端朝上设置,两个螺母安装端之间安装有连接片。本发明还公开了叠合楼板悬挑型钢的固定方法,包括五个步骤。本发明的固定装置在施工时能够根据现场需要灵活调整U型螺栓的位置,从而实现对悬挑脚手架型钢固定位置的临时调整,避免了现有技术采用开孔方式破坏防水或楼板的情况。本发明的固定方法能够降低施工成本,提高施工效率。
The invention relates to a fixing device for a cantilevered section steel of a laminated floor, which comprises a conversion piece and a U-shaped bolt. A closed adjustment space is formed between them, the U-shaped bolts are connected to the conversion piece, the nut installation ends of the U-shaped bolts are set upwards, and a connecting piece is installed between the two nut installation ends. The invention also discloses a method for fixing the cantilevered section steel of the laminated floor, including five steps. The fixing device of the present invention can flexibly adjust the position of the U-bolt according to the needs of the site during construction, so as to realize the temporary adjustment of the fixing position of the cantilevered scaffolding section steel, and avoid the damage of waterproofing or floor slabs by opening holes in the prior art. The fixing method of the invention can reduce the construction cost and improve the construction efficiency.
Description
技术领域technical field
本发明涉及叠合楼板悬挑脚手架型钢的固定装置及其固定方法,属于叠合楼板悬挑脚手架施工安装技术领域。The invention relates to a fixing device and a fixing method for a cantilevered scaffold section steel of a superimposed floor, and belongs to the technical field of construction and installation of cantilevered scaffolds for a superimposed floor.
背景技术Background technique
混凝土叠合楼板技术是指将楼板沿厚度方向分成两部分,底部是预制底板,上部后浇混凝土叠合层。配置底部钢筋的预制底板作为楼板的一部分,在施工阶段作为后浇混凝土叠合层的模板承受荷载,与后浇混凝土层形成整体的叠合混凝土构件。叠合楼板整体性好,板的上下表面平整,便于饰面层装修,适用于对整体刚度要求较高的高层建筑和大开间建筑。The concrete laminated floor technology refers to dividing the floor into two parts along the thickness direction, the bottom is a prefabricated floor, and the upper part is a post-cast concrete laminated layer. The prefabricated bottom slab with the bottom reinforcement is used as a part of the floor slab, and it is loaded as a formwork of the post-cast concrete laminated layer during the construction stage, and forms an integral laminated concrete member with the post-cast concrete layer. The laminated floor slab has good integrity, and the upper and lower surfaces of the slab are flat, which is convenient for decoration of the facing layer, and is suitable for high-rise buildings and large-bay buildings that require high overall rigidity.
目前在进行叠合楼板悬挑脚手架施工时,通常规避将悬挑脚手架部位的叠合楼板改成现浇楼板,或将一块叠合楼板优化成两块组拼的叠合楼板在连接处现浇段预埋U型螺栓,该做法比较安全但是降低了预制率和施工进度,并在一定程度上提高了施工成本。At present, during the construction of cantilevered scaffolding with superimposed slabs, it is usually avoided to change the superimposed slab of the cantilevered scaffolding part into a cast-in-place slab, or to optimize one superimposed slab into two combined superimposed slabs and cast-in-place at the joint U-bolts are pre-embedded in sections, which is safer but reduces the prefabrication rate and construction progress, and increases construction costs to a certain extent.
部分悬挑脚手架通过在预制叠合楼板安装U型螺栓进行固定,采用叠合楼板后开孔技术,此种做法的优点是开孔位置准确但不适合有防水要求的楼面,并有破坏防水和楼板的可能性,另外,采用这种做法开孔位置确定后,悬挑型钢的位置无法根据施工需要进行灵活调整。Part of the cantilevered scaffolding is fixed by installing U-shaped bolts on the prefabricated laminated floor slab, and the technology of opening holes after the laminated floor is adopted. The advantage of this method is that the hole position is accurate, but it is not suitable for floors with waterproof requirements, and it may damage waterproofing and the possibility of floor slabs. In addition, after the position of the opening is determined by this method, the position of the cantilevered steel cannot be flexibly adjusted according to the construction needs.
发明内容Contents of the invention
本发明所要解决的技术问题在于提供一种叠合楼板悬挑型钢的固定装置,通过固定在叠合楼板内的转换埋件与U型螺栓相组合,能够根据施工需要灵活调整悬挑型钢的固定位置。The technical problem to be solved by the present invention is to provide a fixing device for the cantilevered steel of the laminated floor, through the combination of the conversion embedded parts fixed in the laminated floor and the U-shaped bolts, the fixing of the cantilevered steel can be flexibly adjusted according to the construction needs Location.
为了解决上述问题,本发明采用的技术方案如下:In order to solve the above problems, the technical scheme adopted in the present invention is as follows:
一种叠合楼板悬挑型钢的固定装置,包括一转换件和一U型螺栓,所述转换件预埋在预制叠合板内,转换件的顶部露出预制叠合板并与预制叠合板之间形成封闭的调节空间,A fixing device for a cantilevered section steel of a laminated floor, comprising a conversion piece and a U-shaped bolt, the conversion piece is pre-buried in a prefabricated laminated slab, and the top of the conversion piece exposes the prefabricated laminated slab and forms a gap between the prefabricated laminated slab and the prefabricated laminated slab closed conditioning space,
所述U型螺栓连接在所述转换件上,U型螺栓的螺母安装端朝上设置,两个螺母安装端之间安装有连接片。The U-bolt is connected to the conversion piece, the nut installation end of the U-bolt is set upward, and a connecting piece is installed between the two nut installation ends.
进一步,所述转换件的形状为n形。Further, the shape of the transition piece is n-shape.
进一步,所述转换件的底部两端设有向外弯折的弯钩。所述弯钩用于钩住预制叠合板内的钢筋,将转换件固定牢靠。Further, outwardly bent hooks are provided at both ends of the bottom of the transition piece. The hooks are used to hook the steel bars in the prefabricated laminated slabs to securely fix the transition piece.
进一步,所述调节空间的宽度为300mm。Further, the width of the adjustment space is 300mm.
进一步,所述U型螺栓为方形直角U型螺栓。Further, the U-bolts are square right-angle U-bolts.
本发明还涉及上述叠合楼板悬挑型钢的固定方法,包括以下步骤:The present invention also relates to a method for fixing the above-mentioned cantilevered steel of the laminated floor, comprising the following steps:
S1、根据施工设计图将转换件预埋在设定位置,然后进行预制叠合板的混凝土浇筑,使转换件的顶部露出预制叠合板并与预制叠合板之间形成封闭的调节空间;S1. According to the construction design drawing, the conversion part is pre-embedded at the set position, and then the concrete of the prefabricated laminated slab is poured, so that the top of the conversion part exposes the prefabricated laminated slab and forms a closed adjustment space with the prefabricated laminated slab;
S2、将浇筑好的预制叠合板吊装就位,并将U型螺栓穿过所述转换件并与转换件相连接,使U型螺栓的螺母安装端朝上设置;S2. Hoist the poured prefabricated laminated slab in place, pass the U-shaped bolt through the conversion piece and connect it with the conversion piece, so that the nut mounting end of the U-shaped bolt is set upward;
S3、调整所述U型螺栓在所述调节空间内的位置并临时固定;S3. Adjust the position of the U-shaped bolt in the adjustment space and temporarily fix it;
S4、在预制叠合板上浇筑上层混凝土;S4, pouring the upper layer of concrete on the prefabricated laminated slab;
S5、将悬挑型钢放置于U型螺栓内,将连接片压在悬挑型钢顶部,然后拧紧U型螺栓两端的螺母。S5. Place the cantilever-shaped steel in the U-shaped bolt, press the connecting piece on the top of the cantilever-shaped steel, and then tighten the nuts at both ends of the U-shaped bolt.
进一步,每根悬挑型钢6至少需要3个固定装置安装固定。Further, at least three fixing devices are required to install and fix each cantilevered section steel 6 .
进一步,在步骤S1中,所述调节空间的宽度为300mm。Further, in step S1, the width of the adjustment space is 300 mm.
进一步,在步骤S2中,所述U型螺栓为方形直角U型螺栓。Further, in step S2, the U-bolts are square right-angle U-bolts.
与现有技术相比,本发明的有益效果在于:Compared with prior art, the beneficial effect of the present invention is:
1、本发明的固定装置通过在转换件顶部预留调节空间,转换件与U型螺栓共同作用,在施工时能够根据现场需要调整U型螺栓的位置,从而实现对悬挑脚手架型钢固定位置的临时调整,避免了现有技术采用开孔方式破坏防水或楼板的情况。1. The fixing device of the present invention reserves an adjustment space on the top of the conversion part, and the conversion part and the U-shaped bolt work together to adjust the position of the U-shaped bolt according to the needs of the site during construction, thereby realizing the fixed position of the cantilevered scaffold steel. Temporary adjustment avoids damage to waterproofing or floor slabs in the prior art.
2、本发明的固定装置和固定方法能够降低施工成本,提高施工效率。2. The fixing device and fixing method of the present invention can reduce construction cost and improve construction efficiency.
3、本发明的固定装置结构简单,操作安全可靠且实施方便,应用范围不受限制,适宜于推广和应用。3. The fixing device of the present invention has the advantages of simple structure, safe and reliable operation, convenient implementation, unlimited application range, and is suitable for popularization and application.
附图说明Description of drawings
图1为本发明一优选实施例的结构示意图。Fig. 1 is a schematic structural diagram of a preferred embodiment of the present invention.
图2为本发明一优选实施例安装悬挑型钢后的结构示意图。Fig. 2 is a schematic structural view of a preferred embodiment of the present invention after installation of cantilever steel.
图3为本发明一优选实施例安装悬挑型钢的平面图。Fig. 3 is a plan view of a preferred embodiment of the present invention for installing cantilever shaped steel.
图4为本发明一优选实施例中转换件的结构示意图。Fig. 4 is a schematic structural diagram of a conversion member in a preferred embodiment of the present invention.
图5为本发明一优选实施例中U型螺栓的结构示意图。Fig. 5 is a schematic structural diagram of a U-shaped bolt in a preferred embodiment of the present invention.
具体实施方式Detailed ways
以下结合附图和具体实施例对本发明做进一步的详细说明。根据下面的说明,本发明的目的、技术方案和优点将更加清楚。需要说明的是,所描述的实施例是本发明的优选实施例,而不是全部的实施例。The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. According to the following description, the purpose, technical solution and advantages of the present invention will be more clear. It should be noted that the described embodiments are preferred embodiments of the present invention, but not all embodiments.
结合图1、图4与图5所示,一种叠合楼板悬挑型钢的固定装置,包括一外形为n形的转换件2和一U型螺栓。所述转换件2预埋在预制叠合板1内,转换件2的顶部露出预制叠合板1并与预制叠合板1之间形成封闭的调节空间4,所述调节空间4的宽度为300mm。转换件2的底部两端设有向外弯折的弯钩21,所述弯钩21用于钩住预制叠合板内的钢筋,将转换件2固定牢靠。所述U型螺栓3连接在所述转换件2上,U型螺栓3的螺母安装端朝上设置,两个螺母安装端之间安装有连接片5。U型螺栓3优选采用方形直角U型螺栓。As shown in Fig. 1, Fig. 4 and Fig. 5, a fixing device for cantilevered steel of superimposed floor slabs includes an n-shaped transition piece 2 and a U-bolt. The conversion part 2 is pre-buried in the prefabricated laminated board 1, and the top of the conversion part 2 exposes the prefabricated laminated board 1 and forms a closed adjustment space 4 with the prefabricated laminated board 1. The width of the adjustment space 4 is 300mm. The two ends of the bottom of the transition piece 2 are provided with outwardly bent hooks 21, and the hooks 21 are used to hook the steel bars in the prefabricated laminated board to fix the transition piece 2 firmly. The U-bolt 3 is connected to the transition piece 2, the nut installation end of the U-bolt 3 is set upward, and a connecting piece 5 is installed between the two nut installation ends. The U-bolt 3 is preferably a square right-angle U-bolt.
结合图2所示,一种叠合楼板悬挑型钢的固定方法,包括以下步骤:As shown in Figure 2, a method for fixing the cantilevered steel of a laminated floor slab comprises the following steps:
S1、根据施工设计图将转换件2预埋在设定位置,然后进行预制叠合板1的混凝土浇筑,使转换件2的顶部露出预制叠合板1并与预制叠合板1之间形成封闭的调节空间4,调节空间4的宽度为300mm;S1. Pre-embed the conversion part 2 at the set position according to the construction design drawing, and then perform concrete pouring of the prefabricated laminated slab 1, so that the top of the conversion part 2 exposes the prefabricated laminated slab 1 and forms a closed adjustment with the prefabricated laminated slab 1 Space 4, adjust the width of space 4 to 300mm;
S2、将浇筑好的预制叠合板1吊装就位,并将U型螺栓3穿过所述转换件2并与转换件2相连接,使U型螺栓3的螺母安装端朝上设置;S2. Hoist the poured prefabricated laminated slab 1 in place, and pass the U-shaped bolt 3 through the conversion part 2 and connect it with the conversion part 2, so that the nut installation end of the U-shaped bolt 3 is set upward;
S3、调整所述U型螺栓3在所述调节空间4内的位置并临时固定;S3, adjusting the position of the U-shaped bolt 3 in the adjustment space 4 and temporarily fixing it;
S4、在预制叠合板1上浇筑上层混凝土7;S4, pouring the upper concrete 7 on the prefabricated laminated slab 1;
S5、将悬挑型钢6放置于U型螺栓3内,将连接片5压在悬挑型钢6顶部,然后拧紧U型螺栓3两端的螺母。S5. Place the cantilever shaped steel 6 in the U-shaped bolt 3, press the connecting piece 5 on the top of the cantilever shaped steel 6, and then tighten the nuts at both ends of the U-shaped bolt 3.
参考图3,每根悬挑型钢6至少需要3个上述固定装置安装固定。Referring to FIG. 3 , each cantilevered section steel 6 requires at least three above-mentioned fixing devices to be installed and fixed.
本发明的固定装置通过在转换件2顶部预留调节空间4,转换件2与U型螺栓3共同作用,在施工时能够根据现场需要调整U型螺栓3的位置,从而实现对悬挑脚手架型钢固定位置的临时调整,避免了现有技术采用开孔方式破坏防水或楼板的情况。The fixing device of the present invention reserves the adjustment space 4 on the top of the conversion part 2, the conversion part 2 and the U-shaped bolt 3 work together, and the position of the U-shaped bolt 3 can be adjusted according to the needs of the site during construction, thereby realizing the adjustment of the cantilevered scaffold steel The temporary adjustment of the fixed position avoids the damage to waterproofing or floor slabs in the prior art.
以上所述,仅是本发明优选实施例的描述说明,并非对本发明保护范围的限定,显然,任何熟悉本领域的技术人员基于上述实施例,可轻易想到替换或变化以获得其他实施例,这些均应涵盖在本发明的保护范围之内。The above is only a description of the preferred embodiments of the present invention, and is not a limitation of the protection scope of the present invention. Obviously, any person skilled in the art can easily think of replacements or changes based on the above embodiments to obtain other embodiments. These All should be covered within the protection scope of the present invention.
Claims (9)
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| CN111809856A (en) * | 2020-07-22 | 2020-10-23 | 上海泾东建筑发展有限公司 | Anchoring device for cantilevered scaffolding of composite superposed floor and construction method thereof |
| CN112727059A (en) * | 2020-12-30 | 2021-04-30 | 中国建筑第八工程局有限公司 | Laminated floor overhanging I-shaped steel fixing structure and construction method thereof |
| CN113216487A (en) * | 2021-04-28 | 2021-08-06 | 中国五冶集团有限公司 | Laminated slab overhanging joist steel construction method based on BIM technology |
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Application publication date: 20191119 |