CN207726560U - A kind of interim attachment device of building hoist - Google Patents
A kind of interim attachment device of building hoist Download PDFInfo
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- CN207726560U CN207726560U CN201721624600.0U CN201721624600U CN207726560U CN 207726560 U CN207726560 U CN 207726560U CN 201721624600 U CN201721624600 U CN 201721624600U CN 207726560 U CN207726560 U CN 207726560U
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 72
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- 239000004567 concrete Substances 0.000 claims abstract description 22
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- 238000010276 construction Methods 0.000 abstract description 41
- 239000011150 reinforced concrete Substances 0.000 description 19
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Abstract
Description
技术领域technical field
本实用新型涉及一种涉及建筑工程中的结构施工与装饰装修阶段施工,尤其是涉及一种施工升降机临时附着装置。The utility model relates to a structure construction and decoration stage construction in construction engineering, in particular to a temporary attachment device for a construction elevator.
背景技术Background technique
目前,随着现代建筑业的迅速发展,各种商业建筑在我国大、中城市应用日益增多,出现建筑层高高度较大超过施工升降机附墙架的垂直安全距离,为了保证施工升降机安全工作,需要搭设一种施工升降机临时附墙装置来承受施工升降机附墙架水平荷载,满足施工升降机工作安全性的要求,提高施工升降机立柱在正常工作状态下的稳定性。At present, with the rapid development of the modern construction industry, various commercial buildings are increasingly used in large and medium-sized cities in my country, and the height of the building floor is larger than the vertical safety distance of the construction elevator attached to the wall. In order to ensure the safe operation of the construction elevator, It is necessary to build a temporary wall attachment device for construction elevators to bear the horizontal load of the construction elevator attachment wall frame, meet the requirements for the safety of construction elevators, and improve the stability of construction elevator columns under normal working conditions.
发明内容Contents of the invention
本实用新型目的是:提供一种施工升降机临时附着装置,用于施工升降机在条件受限制自身附墙架无法与已完成结构连接时的临时附墙承受施工升降机工作时候的水平荷载。The purpose of the utility model is to provide a temporary attachment device for a construction hoist, which is used for the temporary attachment wall of the construction hoist to bear the horizontal load when the construction hoist is working when the condition is limited and the self-attached wall frame cannot be connected with the completed structure.
本实用新型的技术方案是:一种施工升降机临时附着装置,包括置于原砼梁板上的钢筋混凝土反梁,以及设于所述钢筋混凝土反梁上的钢格构柱和H型斜撑钢;所述钢筋混凝土反梁、所述钢格构柱和所述H型斜撑钢呈三角支撑结构,同时所述钢格构柱的上段与附墙架的一端固定连接。The technical scheme of the utility model is: a temporary attachment device for a construction hoist, including a reinforced concrete anti-beam placed on the original concrete beam slab, and steel lattice columns and H-shaped diagonal braces arranged on the reinforced concrete anti-beam Steel; the reinforced concrete anti-beam, the steel lattice column and the H-shaped diagonal bracing steel form a triangular support structure, and at the same time, the upper section of the steel lattice column is fixedly connected to one end of the attached wall frame.
作为优选的技术方案,在所述钢筋混凝土反梁上、位于H型斜撑钢的下端后侧设有一上翻口,同时在所述上翻口上、靠近H型斜撑钢下端的一侧面设有预埋钢板,所述预埋钢板作为一个焊接点并与所述H型斜撑钢的下端焊接。As a preferred technical solution, on the reinforced concrete anti-beam, an upward turning opening is provided on the rear side of the lower end of the H-shaped diagonal brace steel, and at the same time, an upward turning opening is provided on the side near the lower end of the H-shaped diagonal bracing steel. There is a pre-embedded steel plate, and the pre-embedded steel plate serves as a welding point and is welded to the lower end of the H-shaped diagonal bracing steel.
作为优选的技术方案,在所述钢格构柱的上段固定有附加缀板,且所述H型斜撑钢的上端与所述附加缀板焊接,同时所述附墙架水平设置并与所述附加缀板焊接。As a preferred technical solution, an additional panel is fixed on the upper section of the steel lattice column, and the upper end of the H-shaped diagonal bracing steel is welded to the additional panel, while the attached wall frame is horizontally arranged and connected to the The above additional panel welding.
作为优选的技术方案,在所述钢筋混凝土反梁内部设有若干个横向预埋钢筋。As an optimal technical solution, several transverse pre-embedded steel bars are arranged inside the reinforced concrete anti-beam.
作为优选的技术方案,在所述钢筋混凝土反梁两端内部设有若干个纵向预埋钢筋,且所述纵向预埋钢筋向下延伸到原砼梁板内部,同时位于上翻口位置的纵向预埋钢筋向上延伸到上翻口内部。As a preferred technical solution, several longitudinal pre-embedded steel bars are arranged inside the two ends of the reinforced concrete anti-beam, and the longitudinal pre-embedded steel bars extend downward to the inside of the original concrete beam slab, and at the same time, they are located in the longitudinal direction of the upward turning position. The pre-embedded steel bars extend upwards to the inside of the upturn.
作为优选的技术方案,所述H型斜撑钢与水平面的倾斜角度为45°。As a preferred technical solution, the inclination angle between the H-shaped diagonal bracing steel and the horizontal plane is 45°.
作为优选的技术方案,所述附墙架的另一端与施工升降机立柱的上段固定,且所述施工升降机立柱固定于施工升降机基座上,该施工升降机基座置于所述原砼梁板上。As a preferred technical solution, the other end of the attached wall bracket is fixed to the upper section of the construction lift column, and the construction lift column is fixed on the construction lift base, and the construction lift base is placed on the original concrete beam plate .
本实用新型的优点是:The utility model has the advantages of:
1.本实用新型的钢筋混凝土反梁、钢格构柱以及H型斜撑钢呈三角支撑结构形式,自身结构稳定,并承受施工升降机附墙架的水平荷载,为施工升降机提供一个附墙附着点,解决了因施工场地限制导致附墙架无法附着在结构上的施工难题,提高施工升降机工作中的稳定性,保证工作安全性,同时采用焊接结构,施工方便快捷,占地较少,实用性较大;1. The reinforced concrete anti-beam, steel lattice column and H-shaped diagonal bracing steel of the utility model are in the form of a triangular support structure. It solves the construction problem that the attached wall frame cannot be attached to the structure due to the limitation of the construction site, improves the stability of the construction lift during work, and ensures work safety. At the same time, it adopts a welded structure, which is convenient and quick to construct, occupies less land, and is practical. more sexual;
2.本实用新型可以利用基坑工程中回收的钢格构柱,提高材料利用率,创造一定经济效应。2. The utility model can utilize the steel lattice columns recycled in the foundation pit engineering to improve the utilization rate of materials and create a certain economic effect.
附图说明Description of drawings
下面结合附图及实施例对本实用新型作进一步描述:Below in conjunction with accompanying drawing and embodiment the utility model is further described:
图1为本实用新型的结构示意图;Fig. 1 is the structural representation of the utility model;
图2为本实用新型的钢筋混凝土反梁与钢格构柱的施工示意图;Fig. 2 is the construction schematic diagram of reinforced concrete anti-beam and steel lattice column of the present utility model;
其中:1原砼梁板,2钢筋混凝土反梁,3钢格构柱,4H型斜撑钢,5附墙架,6上翻口,7预埋钢板,8附加缀板,9横向预埋钢筋,10纵向预埋钢筋,11施工升降机立柱,12施工升降机基座。Among them: 1 original concrete beam slab, 2 reinforced concrete anti-beam, 3 steel lattice column, 4 H-type diagonal bracing steel, 5 attached wall frame, 6 upper opening, 7 pre-embedded steel plate, 8 additional decorative plate, 9 horizontal pre-embedded Steel bars, 10 longitudinal pre-embedded steel bars, 11 construction lift columns, 12 construction lift bases.
具体实施方式Detailed ways
以下结合附图和具体实施例对本实用新型提出的一种深基坑钢筋固定托架作进一步详细说明。根据下面说明和权利要求书,本实用新型的优点和特征将更清楚。需说明的是,附图均采用非常简化的形式且均使用非精准的比率,仅用以方便、明晰地辅助说明本实用新型实施例的目的。A deep foundation pit reinforcement fixing bracket proposed by the utility model will be further described in detail below in conjunction with the accompanying drawings and specific embodiments. According to the following description and claims, the advantages and features of the utility model will be more clear. It should be noted that the drawings are all in very simplified form and use imprecise ratios, which are only used to facilitate and clearly assist the purpose of illustrating the embodiment of the present utility model.
实施例:在一些项目工程施工中,首层层高或部位楼层层高较高超过施工升降机正常安全使用状态下水平附墙架垂直间距时,需要采取措施解决施工升降机水平附着问题,参照图1所示,一种施工升降机临时附着装置,包括置于原砼梁板1上的钢筋混凝土反梁2,以及设于钢筋混凝土反梁2上的钢格构柱3和(20号)H型斜撑钢4;钢筋混凝土反梁2、钢格构柱3和(20号)H型斜撑钢4呈三角支撑结构,同时钢格构柱3的上段与附墙架5的一端固定连接,附墙架5的另一端与施工升降机立柱11的上段固定,且施工升降机立柱11固定于施工升降机基座12上,该施工升降机基座12置于原砼梁板1上,上述的钢筋混凝土反梁2、钢格构柱3以及H型斜撑钢4呈三角支撑结构形式,自身结构稳定,并承受施工升降机的附墙架5水平荷载,为施工升降机提供一个附墙附着点,解决了因施工场地限制导致附墙架无法附着在结构上的施工难题,提高施工升降机工作中的稳定性,保证工作安全性。Example: In the construction of some projects, when the height of the first floor or the floor height of the part is higher than the vertical distance of the horizontal attachment wall frame under the normal and safe use of the construction elevator, measures need to be taken to solve the problem of the horizontal attachment of the construction elevator. Refer to Figure 1 As shown, a temporary attachment device for a construction hoist includes a reinforced concrete anti-beam 2 placed on the original concrete beam slab 1, and a steel lattice column 3 and (No. 20) H-shaped inclined Brace steel 4; Reinforced concrete anti-beam 2, steel lattice column 3 and (No. The other end of the wall frame 5 is fixed to the upper section of the construction elevator column 11, and the construction elevator column 11 is fixed on the construction elevator base 12, and the construction elevator base 12 is placed on the original concrete beam slab 1, and the above-mentioned reinforced concrete anti-beam 2. The steel lattice column 3 and the H-shaped diagonal bracing steel 4 are in the form of a triangular support structure, and their own structure is stable, and they can bear the horizontal load of the wall-attached frame 5 of the construction elevator, providing a wall-attached point for the construction elevator, and solving the problems caused by construction problems. Site restrictions lead to construction problems that the attached wall frame cannot be attached to the structure, improving the stability of the construction lift during work and ensuring work safety.
本实用新型在钢筋混凝土反梁2上、位于(20号)H型斜撑钢4的下端后侧设有一上翻口6,同时在上翻口6上、靠近(20号)H型斜撑钢4下端的一侧面设有预埋钢板7,该预埋钢板7作为一个焊接点并与(20号)H型斜撑钢4的下端焊接,且该(20号)H型斜撑钢4与水平面的倾斜角度为45°,上翻口6给H型斜撑钢4下端一个支撑力,增加H型斜撑钢4的稳定性和安全性。The utility model is provided with an upward turning opening 6 on the reinforced concrete anti-beam 2, which is located at the lower end rear side of the (No. 20) H-shaped diagonal brace steel 4, and at the same time on the upward turning opening 6, close to the (No. 20) H-shaped diagonal One side of the lower end of the steel 4 is provided with an embedded steel plate 7, which is used as a welding point and welded with the lower end of the (No. 20) H-shaped diagonal brace steel 4, and the (No. 20) H-shaped diagonal brace steel 4 The angle of inclination with the horizontal plane is 45°, and the upward turning opening 6 gives a supporting force to the lower end of the H-shaped brace steel 4, increasing the stability and safety of the H-type brace steel 4.
本实用新型的钢格构柱3横截面的尺寸为590mm×590mm,在钢格构柱3的上段固定有附加缀板8,且(20号)H型斜撑钢4的上端与附加缀板8焊接,同时附墙架5水平设置并与附加缀板8焊接,在浇注钢筋混凝土反梁2之前,应先将图2中的钢格构柱3安装就位,保证钢格构柱3的下端嵌入钢筋混凝土反梁2内部,增加钢格构柱3的稳定性和安全性。The size of the steel lattice column 3 cross section of the utility model is 590mm×590mm, an additional panel 8 is fixed on the upper section of the steel lattice column 3, and the upper end of the (No. 20) H-shaped diagonal brace steel 4 is connected to the additional panel 8 welding, and at the same time, the attached wall frame 5 is set horizontally and welded with the additional panel 8. Before pouring the reinforced concrete anti-beam 2, the steel lattice column 3 in Fig. 2 should be installed in place to ensure that the steel lattice column 3 The lower end is embedded inside the reinforced concrete anti-beam 2 to increase the stability and safety of the steel lattice column 3 .
本实用新型在钢筋混凝土反梁2内部设有若干个横向预埋钢筋9,在钢筋混凝土反梁2两端内部设有若干个纵向预埋钢筋10,且纵向预埋钢筋10向下延伸到原砼梁板1内部,同时位于上翻口6位置的纵向预埋钢筋10向上延伸到上翻口6内部,在绑扎横向预埋钢筋9前,在已完成结构地面(即原砼梁板1)用专用结构胶种植纵向预埋钢筋10(C16钢筋),间距为500mm,保证钢筋混凝土反梁2、上翻口6与已完成的结构(即原砼梁板1)作可靠连接。The utility model is provided with several transverse pre-embedded steel bars 9 inside the reinforced concrete anti-beam 2, and several longitudinal pre-embedded steel bars 10 are arranged inside the two ends of the reinforced concrete anti-beam 2, and the longitudinal pre-embedded steel bars 10 extend downward to the original Inside the concrete beam slab 1, the longitudinal pre-embedded steel bar 10 located at the position of the upturned opening 6 extends upwards to the interior of the upturned opening 6. Use special structural glue to plant longitudinal pre-embedded steel bars 10 (C16 steel bars) with a spacing of 500 mm to ensure that the reinforced concrete anti-beam 2 and the top-turned opening 6 are reliably connected to the completed structure (ie, the original concrete beam slab 1).
本实用新型的钢格构柱3的高度依据施工升降机的附墙架5垂直距离而定,钢筋混凝土反梁2的配筋依据实际承受荷载确定,(20号)H型斜撑钢4和钢筋混凝土反梁2的长度根据现场场地情况而定。The height of the steel lattice column 3 of the present utility model is determined according to the vertical distance of the attached wall frame 5 of the construction elevator, and the reinforcement of the reinforced concrete anti-beam 2 is determined according to the actual load. (No. 20) H-type diagonal brace steel 4 and reinforcement The length of the concrete anti-beam 2 is determined according to the site conditions.
上述实施例只为说明本实用新型的技术构思及特点,其目的在于让熟悉此项技术的人士能够了解本实用新型的内容并据以实施,并不能以此限制本实用新型的保护范围。凡根据本实用新型精神实质所作的等效变化或修饰,都应涵盖在本实用新型的保护范围之内。The above-mentioned embodiments are only to illustrate the technical conception and characteristics of the present utility model, and its purpose is to allow those familiar with this technology to understand the content of the utility model and implement it accordingly, and not to limit the protection scope of the utility model. All equivalent changes or modifications made according to the spirit of the utility model shall fall within the protection scope of the utility model.
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109305619A (en) * | 2018-12-12 | 2019-02-05 | 安徽丰海起重设备制造有限公司 | A kind of building hoist guide rail bracket |
WO2024239489A1 (en) * | 2023-05-25 | 2024-11-28 | 中建科工集团有限公司 | Wall attachment structure and hoist device |
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2017
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109305619A (en) * | 2018-12-12 | 2019-02-05 | 安徽丰海起重设备制造有限公司 | A kind of building hoist guide rail bracket |
WO2024239489A1 (en) * | 2023-05-25 | 2024-11-28 | 中建科工集团有限公司 | Wall attachment structure and hoist device |
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