CN207275992U - Elevator weight sensor fag end auxiliary beam structure - Google Patents
Elevator weight sensor fag end auxiliary beam structure Download PDFInfo
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- 239000000203 mixture Substances 0.000 claims 1
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- 238000013016 damping Methods 0.000 description 3
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- 230000000694 effects Effects 0.000 description 1
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- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
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Abstract
本实用新型涉及一种电梯承重梁结构,特别是涉及一种电梯对重绳头副梁结构。属于电梯承重梁技术领域。一种电梯对重绳头副梁结构,包括主机架组件、对重绳头组件、主梁、支承短钢,其结构特点是:所述两条主梁平行设置,对重绳头组件搭接在两条主梁上,主机架组件安装在对重绳头组件上。具有简化电梯主机架承重组件结构安装,取消副梁的混凝土预留孔,减少土建成本的特点。
The utility model relates to an elevator load-bearing beam structure, in particular to an elevator counterweight rope head sub-beam structure. The utility model belongs to the technical field of elevator load-bearing beams. An elevator counterweight rope head sub-beam structure, including a main frame assembly, a counterweight rope head assembly, a main girder, and a supporting short steel, and its structural features are: the two main beams are arranged in parallel, and the counterweight rope head assemblies On the two girders, the main frame assembly is installed on the counterweight rope head assembly. It has the characteristics of simplifying the structural installation of the load-bearing components of the main frame of the elevator, canceling the reserved concrete holes of the sub-beam, and reducing the cost of civil engineering.
Description
技术领域technical field
本实用新型涉及一种电梯承重梁结构,特别是涉及一种电梯对重绳头副梁结构。属于电梯承重梁技术领域。The utility model relates to an elevator load-bearing beam structure, in particular to an elevator counterweight rope head sub-beam structure. The utility model belongs to the technical field of elevator load-bearing beams.
背景技术Background technique
现有技术中,侧对重绳头副梁结构,一般是两条副梁的其中一端搭接在主梁槽钢一侧的内腰板位置、另一端则伸入并固定于墙体内,这样当井道深度较大或在不宜在墙体内开孔的时候对副梁的安装固定就造成一定困难。同时对重绳头的位置较低,可能与楼板存在干涉,给安装人员带来不便。In the prior art, in the side counterweight rope head sub-beam structure, one end of the two sub-beams is generally connected to the inner waist plate on one side of the channel steel of the main beam, and the other end is extended into and fixed in the wall, so that When the depth of the hoistway is large or when it is not suitable to make holes in the wall, it is difficult to install and fix the auxiliary beam. At the same time, the position of the counterweight rope head is low, which may interfere with the floor, which brings inconvenience to the installers.
为此,需要设计一种电梯对重绳头副梁结构,具有简化电梯主机架承重组件结构安装,取消副梁的混凝土预留孔,减少土建成本;同时降低了副梁的材料成本,提高了对重绳头的安装位置,方便安装人员的特点。Therefore, it is necessary to design an elevator counterweight rope head sub-beam structure, which has the advantages of simplifying the installation of the load-bearing components of the main frame of the elevator, canceling the concrete reserved holes of the sub-beam, and reducing the cost of civil engineering; at the same time, it reduces the material cost of the sub-beam and improves the construction efficiency. The installation position of the counterweight rope head is convenient for the installation personnel.
实用新型内容Utility model content
本实用新型的目的,是为了解决现有技术中的侧对重绳头副梁结构,其副梁部分安装难度大,副梁使用材料成本高,土建成本高,对重绳头安装位置低的问题;提供一种电梯对重绳头副梁结构,副梁横跨于主梁上,既抬高了对重绳头的安装位置也承载了副梁,能够节约副梁的成本,无需在墙体开孔。The purpose of this utility model is to solve the problem of the side-to-heavy rope head sub-beam structure in the prior art, the installation of the sub-beam part is difficult, the material cost of the sub-beam is high, the civil construction cost is high, and the installation position of the counterweight rope head is low Problem: To provide an elevator counterweight rope head sub-beam structure, the sub-beam spans the main beam, which not only raises the installation position of the counterweight rope head but also bears the sub-beam, which can save the cost of the sub-beam and does not need to be installed on the wall body opening.
本实用新型的目的可以通过采取以下技术方案达到:The purpose of this utility model can be achieved by taking the following technical solutions:
一种电梯对重绳头副梁结构,包括主机架组件、对重绳头组件、两条主梁、支承短钢,其结构特点是:所述两条主梁平行设置,对重绳头组件搭接在两条主梁上,主机架组件安装在对重绳头组件上;所述对重绳头组件主要由长槽钢、对重绳头板、短槽钢A、短槽钢B、副梁垫板组成;所述长槽钢横跨在两条主梁上,所述短槽钢A与短槽钢B分别安装在两条主梁上并与长槽钢位置相对,短槽钢A与长槽钢承载副梁垫板之一,短槽钢B与长槽钢承载副梁垫板之二,所述对重绳头板固定安装在其中一个副梁垫板旁,对重绳头板上安装绳头,所述支承短钢为两个,分别对应安装在两条主梁上;所述主机架组件主要由主机、主机架、导向 装置组成,主机安装在主机架上,所述主机架整体呈工字形,主机架的两头分别安装在两个副梁垫板和两个支承短钢上,工字形主机架的中部轴的下方安装导向装置。An elevator counterweight rope head sub-beam structure, including a main frame assembly, a counterweight rope head assembly, two main beams, and supporting short steel. Its structural features are: the two main beams are arranged in parallel, and the counterweight rope head assembly Overlapped on the two main girders, the main frame assembly is installed on the counterweight rope head assembly; the counterweight rope head assembly is mainly composed of long channel steel, counterweight rope head plate, short channel steel A, short channel steel B, The sub-beam backing plate consists of the long channel steel spanning the two main beams, the short channel steel A and the short channel steel B are respectively installed on the two main beams and are opposite to the long channel steel, and the short channel steel A and one of the long channel steel sub-beam backing plates, short channel B and the long channel steel sub-beam backing plate two, the counterweight rope head plate is fixedly installed next to one of the sub-beam backing plates, and the counterweight rope Rope heads are installed on the head plate, and the supporting short steel is two, which are respectively installed on the two main beams; the main frame assembly is mainly composed of the main frame, the main frame, and the guide device. The main frame is I-shaped as a whole, and the two ends of the main frame are respectively installed on two sub-beam backing plates and two supporting short steels, and a guiding device is installed below the middle shaft of the I-shaped main frame.
本实用新型的目的还可以通过采取以下技术方案达到:The purpose of this utility model can also be achieved by taking the following technical solutions:
进一步地,所述导向装置为导向轮,导向轮从工字形主机架的中部轴的下方延伸至两条主梁之间的空隙。Further, the guide device is a guide wheel, and the guide wheel extends from below the central axis of the I-shaped main frame to the gap between the two main beams.
进一步地,所述两条主梁上在靠近支承短钢一侧位置还横跨对重绳头板之二,对重绳头板之二上设置绳子头。Further, the two main girders also straddle the second counterweight rope end plate near the side of the supporting short steel, and the second counterweight rope end plate is provided with a rope end.
进一步地,所述两个支承短钢、两个副梁垫板与主机架之间设置减振缓冲胶。Further, damping and cushioning glue is provided between the two supporting short steel plates, the two sub-beam pads and the main frame.
进一步地,所述支承短钢为槽钢或工字钢。Further, the supporting short steel is channel steel or I-beam.
本实用新型具有如下突出的有益效果:The utility model has the following outstanding beneficial effects:
一种电梯对重绳头副梁结构,包括主机架组件、对重绳头组件、两条主梁、支承短钢。整体结构简单,结构整体性强,便于生产安装。An elevator counterweight rope head sub-beam structure includes a main frame assembly, a counterweight rope head assembly, two main beams, and supporting short steel. The overall structure is simple, the structural integrity is strong, and it is convenient for production and installation.
所述两条主梁平行设置,对重绳头组件搭接在两条主梁上,主机架组件安装在对重绳头组件上。整体结构由主梁承重,无需另外在墙体开孔,安装过程简易,节省人力成本。The two main beams are arranged in parallel, the counterweight rope head assembly is overlapped on the two main beams, and the main frame assembly is installed on the counterweight rope head assembly. The overall structure is borne by the main beam, and there is no need to make additional holes in the wall. The installation process is simple and saves labor costs.
所述长槽钢横跨在两条主梁上,所述短槽钢A与短槽钢B分别安装在两条主梁上并与长槽钢位置相对,短槽钢A与长槽钢承载副梁垫板之一,短槽钢B与长槽钢承载副梁垫板之二,所述对重绳头板固定安装在其中一个副梁垫板旁,对重绳头板上安装绳头,所述支承短钢为两个,分别对应安装在两条主梁上;所述主机安装在主机架上,所述主机架整体呈工字形,主机架的两头分别安装在两个副梁垫板和两个支承短钢上,工字形主机架的中部轴的下方安装导向装置。长槽钢横跨在两条主梁上不仅能够配合短槽钢A与短槽钢B承载副梁垫板,还能加强两条主梁之间的结构稳定性。长槽钢、短槽钢A、短槽钢B之间能够通过螺钉连接也能够通过焊接固定,组装工艺灵活,三者结构简单,生产容易。主机通过主机架与对重绳头组件连接,主机架一方面承托主机、一方面其下方通过固定件连接导向装置,无需另外架设安装架,使整体结构更加简化。工字形的主机架与下方对重绳头组件和支承短钢的安装分布位置相吻合,组装更加方便。由于对重绳头板安装在副梁垫板旁,绳头安装在对重绳头板,其位置突出于主梁上,安 装人员能够轻易在绳头加装钢绳。The long channel steel straddles the two main beams, the short channel steel A and the short channel steel B are respectively installed on the two main beams and are opposite to the long channel steel, and the short channel steel A and the long channel steel bear One of the sub-beam backing plates, the short channel steel B and the long channel steel bearing the second sub-beam backing plate, the counterweight rope end plate is fixedly installed next to one of the sub-beam backing plates, and the counterweight rope end plate is installed with a rope head , there are two supporting short steels, which are respectively installed on the two main beams; On the plate and two supporting short steels, the guide device is installed below the central shaft of the I-shaped main frame. The long channel steel spanning the two main beams can not only cooperate with the short channel steel A and short channel steel B to carry the sub-beam backing plate, but also strengthen the structural stability between the two main beams. The long channel steel, the short channel steel A and the short channel steel B can be connected by screws or can be fixed by welding, the assembly process is flexible, the structure of the three is simple, and the production is easy. The main frame is connected to the counterweight rope head assembly through the main frame. On the one hand, the main frame supports the main frame, and on the other hand, its lower part is connected to the guide device through the fixing parts. There is no need to set up an additional installation frame, which simplifies the overall structure. The I-shaped main frame coincides with the installation and distribution positions of the lower counterweight rope head assembly and supporting short steel, making assembly more convenient. Since the counterweight rope end plate is installed next to the sub-beam backing plate, and the rope end is installed on the counterweight rope end plate, its position protrudes from the main beam, so the installer can easily install steel ropes on the rope end.
所述导向装置为导向轮,导向轮从工字形主机架的中部轴的下方延伸至两条主梁之间的空隙。导向轮作为简易的导向装置适合电梯使用环境。The guide device is a guide wheel, and the guide wheel extends from below the central axis of the I-shaped main frame to the gap between the two main girders. As a simple guide device, the guide wheel is suitable for the elevator use environment.
所述两个支承短钢、两个副梁垫板与主机架之间设置减振缓冲胶。减振缓冲胶能够避免电梯在升降过程中零件之间的碰撞而使零件老化,使整体结构更加耐用可靠。所述支承短钢为槽钢或工字钢,生产简单、方便。Vibration-damping buffer glue is arranged between the two supporting short steels, the two sub-beam backing plates and the main frame. The shock-absorbing buffer rubber can avoid the collision between the parts during the lifting process of the elevator and cause the parts to age, making the overall structure more durable and reliable. The supporting short steel is channel steel or I-beam, which is simple and convenient to produce.
附图说明:Description of drawings:
图1为本实用新型中具体实施例的爆炸图;Fig. 1 is the explosion diagram of specific embodiment in the utility model;
图2为图1的A局部放大图;Fig. 2 is a partial enlarged view of A in Fig. 1;
图3为本实用新型中具体实施例的组合图。Fig. 3 is a combination diagram of a specific embodiment of the utility model.
具体实施方式:Detailed ways:
具体实施例1Specific embodiment 1
下面结合本实施例以及附图1至3具体阐述本实用新型:Below in conjunction with present embodiment and accompanying drawing 1 to 3 set forth the utility model in detail:
参照图1至3,本实施例中,包括主机架组件、对重绳头组件、两条主梁10、支承短钢11,其结构特点是:所述两条主梁10平行设置,对重绳头组件搭接在两条主梁10上,主机架组件安装在对重绳头组件上;所述对重绳头组件主要由长槽钢03、对重绳头板04、短槽钢A05、短槽钢B06、副梁垫板07组成;所述长槽钢03横跨在两条主梁10上,所述短槽钢A05与短槽钢B06分别安装在两条主梁10上并与长槽钢03位置相对,短槽钢A05与长槽钢03承载副梁垫板07之一,短槽钢B06与长槽钢03承载副梁垫板07之二,所述对重绳头板04固定安装在其中一个副梁垫板07旁,对重绳头板04上安装绳头,所述支承短钢11为两个,分别对应安装在两条主梁10上;所述主机架组件主要由主机01、主机架02、导向装置09组成,主机01安装在主机架02上,所述主机架02整体呈工字形,主机架02的两头分别安装在两个副梁垫板07和两个支承短钢11上,工字形主机架02的中部轴的下方安装导向装置09。Referring to Figures 1 to 3, in this embodiment, it includes a main frame assembly, a counterweight rope head assembly, two main girders 10, and supporting short steel 11, and its structural characteristics are: the two main girders 10 are arranged in parallel, and the counterweight The rope head assembly is lapped on the two main beams 10, and the main frame assembly is installed on the counterweight rope head assembly; the counterweight rope head assembly is mainly composed of long channel steel 03, counterweight rope head plate 04, and short channel steel A05 , short channel steel B06, sub-beam backing plate 07; the long channel steel 03 spans the two main beams 10, the short channel steel A05 and the short channel steel B06 are respectively installed on the two main beams 10 and Opposite to the position of the long channel steel 03, the short channel steel A05 and the long channel steel 03 bear one of the subbeam backing plates 07, the short channel steel B06 and the long channel steel 03 bear the second of the subbeam backing plate 07, and the counterweight rope head The plate 04 is fixedly installed next to one of the sub-beam backing plates 07, and the rope end is installed on the counterweight rope end plate 04. There are two supporting short steels 11, which are respectively installed on the two main beams 10; the main frame The assembly is mainly composed of the main frame 01, the main frame 02, and the guide device 09. The main frame 01 is installed on the main frame 02. The main frame 02 is in the shape of an I-shape as a whole. On two supporting short steels 11, guide device 09 is installed below the middle part axle of I-shaped main frame 02.
本实施例中,所述导向装置09为导向轮,导向轮从工字形主机架02的中部轴的下方延伸至两条主梁10之间的空隙。In this embodiment, the guide device 09 is a guide wheel, and the guide wheel extends from below the central axis of the I-shaped main frame 02 to the gap between the two main beams 10 .
本实施例中,所述两条主梁10上在靠近支承短钢11一侧位置还横跨对重绳头板04之二,对重绳头板04之二上设置绳子头。In this embodiment, the two main girders 10 also straddle the second counterweight rope end plate 04 on the side close to the supporting short steel 11 , and a rope end is arranged on the second counterweight rope end plate 04 .
本实施例中,所述两个支承短钢11、两个副梁垫板07与主机架02之间设置减振缓冲胶08。In this embodiment, the vibration-damping buffer rubber 08 is arranged between the two supporting short steel bars 11 , the two sub-beam backing plates 07 and the main frame 02 .
本实施例中,所述支承短钢11为槽钢。In this embodiment, the supporting short steel 11 is a channel steel.
本实施例原理Principle of this embodiment
本实施例中,由主机01,主机架02导向装置09组成主机架组件,由长槽钢03、对重绳头板04、短槽钢A05、短槽钢B06、副梁垫板07、减振缓冲胶08等组成对重绳头组件。其中对重绳头组件作为主机架的垫座横跨在两条主梁10上;长槽钢03或短槽钢A05或短槽钢B06或副梁垫板07不再需要入墙固定而直接借助主梁的力来实现固定,工字形的主机架通过分布在工字形的个四角的减振缓冲胶08与下方支承短钢11和副梁垫板07连接实现减震效果。大大降低了电梯制造成本及土建成本,同时因提高了对重绳头板04的水平位置,方便了现场安装钢丝绳头。In this embodiment, the main frame assembly is composed of the main frame 01, the main frame 02 guide device 09, the long channel steel 03, the counterweight rope head plate 04, the short channel steel A05, the short channel steel B06, the sub-beam backing plate 07, the Vibration buffer rubber 08 and the like form the counterweight rope head assembly. Among them, the counterweight rope head assembly is used as the pedestal of the main frame across the two main girders 10; the long channel steel 03 or short channel steel A05 or short channel steel B06 or sub-beam backing plate 07 no longer needs to be fixed into the wall and can be directly Fix by means of the force of the main beam, and the I-shaped main frame is connected with the lower supporting short steel 11 and the sub-beam backing plate 07 through the shock-absorbing buffer glue 08 distributed at the four corners of the I-shaped to realize the shock absorption effect. The manufacturing cost and civil construction cost of the elevator are greatly reduced, and at the same time, the horizontal position of the counterweight rope head plate 04 is improved, which facilitates on-site installation of the wire rope head.
以上,仅为本实用新型较佳的具体实施例,但本实用新型的保护范围并不局限于此,任何熟悉本技术领域的技术人员在本实用新型揭露的范围内根据本实用新型的技术方案及其构思加以等同替换或改变,都属于本实用新型的保护范围。The above are only preferred specific embodiments of the present utility model, but the scope of protection of the present utility model is not limited thereto. Equivalent replacements or changes to their concepts all belong to the protection scope of the present utility model.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020206895A1 (en) * | 2019-04-08 | 2020-10-15 | 迅达(中国)电梯有限公司 | Elevator traction machine supporting device |
| US12500720B2 (en) | 2020-07-10 | 2025-12-16 | Lenovo (Beijing) Limited | Transmission using DMRS from two code division multiplexing groups |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2020206895A1 (en) * | 2019-04-08 | 2020-10-15 | 迅达(中国)电梯有限公司 | Elevator traction machine supporting device |
| CN111792495A (en) * | 2019-04-08 | 2020-10-20 | 迅达(中国)电梯有限公司 | Elevator traction machine support device |
| CN111792495B (en) * | 2019-04-08 | 2025-11-25 | 迅达(中国)电梯有限公司 | Elevator traction machine support device |
| US12500720B2 (en) | 2020-07-10 | 2025-12-16 | Lenovo (Beijing) Limited | Transmission using DMRS from two code division multiplexing groups |
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| GR01 | Patent grant | ||
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| CP01 | Change in the name or title of a patent holder | ||
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Address after: 528200 North Park of Shishan Science and Technology Industrial Park, Shishan town, Nanhai District, Foshan City, Guangdong Province Patentee after: Lingwang Elevator Co.,Ltd. Address before: 528200 North Park of Shishan Science and Technology Industrial Park, Shishan town, Nanhai District, Foshan City, Guangdong Province Patentee before: WINONE ELEVATOR Co.,Ltd. |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180427 |