CN204662933U - A kind of hoistway operation frame lift-type steel platform - Google Patents
A kind of hoistway operation frame lift-type steel platform Download PDFInfo
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- CN204662933U CN204662933U CN201520322048.4U CN201520322048U CN204662933U CN 204662933 U CN204662933 U CN 204662933U CN 201520322048 U CN201520322048 U CN 201520322048U CN 204662933 U CN204662933 U CN 204662933U
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Abstract
本实用新型公开了一种电梯井操作架提升式钢平台,它包括钢平台,钢平台包括底板,在底板上安装有骨架,在骨架上安装有四个吊环和四个定位安装器,四个定位安装器均包括固定在骨架上的次梁,在次梁上沿竖直方向固定有钢管套管,一个操作架体的四个立杆的下部分别插在钢管套管内并通过穿过钢管套管和立杆的锚固螺栓固定,在电梯井壁钢筋混凝土墙体上设置有多组预埋主梁,底板支撑设置在位于同一高度的由四个预埋主梁组成的一组预埋主梁上,预埋主梁内侧设置在电梯井壁钢筋混凝土墙体上预留孔内部,在预埋主梁的内侧端部焊接有端部钢板,端部钢板与预留孔焊接相连。采用本结构可使施工方便、快速灵活,可以有效地降低施工的复杂程度,提高工作效率。
The utility model discloses a lifting type steel platform for an elevator shaft operating frame, which comprises a steel platform, the steel platform includes a bottom plate, a frame is installed on the bottom plate, four suspension rings and four positioning installers are installed on the frame, four The positioning installers all include a secondary beam fixed on the skeleton, on which a steel pipe casing is fixed vertically, and the lower parts of the four vertical rods of an operating frame are respectively inserted in the steel pipe casing and passed through the steel pipe casing and The anchor bolts of the vertical poles are fixed, and there are multiple sets of pre-embedded main beams on the reinforced concrete wall of the elevator shaft wall, and the floor support is set on a group of pre-embedded main beams consisting of four pre-embedded main beams at the same height. The inner side of the pre-embedded main girder is arranged inside the reserved hole on the reinforced concrete wall of the elevator shaft, and the end steel plate is welded on the inner end of the pre-embedded main girder, and the end steel plate is connected to the reserved hole by welding. Adopting the structure can make construction convenient, fast and flexible, can effectively reduce the complexity of construction, and improve work efficiency.
Description
技术领域technical field
本实用新型涉及一种钢平台,尤其涉及一种电梯井操作架提升式钢平台。The utility model relates to a steel platform, in particular to a lifting type steel platform of an elevator shaft operating frame.
背景技术Background technique
当前建筑工程建设施工中,经常出现在建筑物电梯井结构施工中施工操作面困难的问题,由于电梯井道是从建筑物底层直至顶层,所以当在井道内侧进行井壁的钢筋绑扎、模板支设、混凝土浇筑等操作时,施工作业面的不便问题就十分棘手,所以能够很好地解决这个问题的措施就成为了一种较好的选择。In the current construction of construction projects, the problem of difficult construction operation surface often occurs in the construction of the elevator shaft structure of the building. Since the elevator shaft is from the bottom of the building to the top floor, when the steel bar binding and formwork support of the shaft wall are carried out on the inside of the shaft During operations such as concrete pouring, the inconvenience of the construction work surface is very difficult, so measures that can well solve this problem have become a better choice.
如果按常规施工方法应该是:在每层电梯井口搭设钢管脚手架,以作为上层继续施工操作面的支撑,但这样整栋楼重复操作工程量大,施工投入多,工期较长。If the conventional construction method should be: set up steel pipe scaffolding at the elevator wellhead of each floor as a support for the operation surface of the upper floor to continue construction, but the repeated operation of the whole building requires a large amount of work, a large construction investment, and a long construction period.
专利号为CN201210493771.X的中国专利公开了“一种电梯井道提升式钢管脚手操作平台”,包括至少两根倾斜设置于电梯井道内的主钢管,主钢管下端顶靠在电梯井道一侧门厅地面上,主钢管上端顶靠在电梯井道另一侧内壁上,每根主钢管上均竖直连接有至少两竖钢管,相邻主钢管上两两对应的竖钢管顶部水平连接有横钢管,所有横钢管上垂直满铺脚手板平台。该结构存在的缺点是:施工时每达到一定的层数高度,就必须完全重新搭设井道内的操作架平台,这样反复施工不但增加作业量,延长了工期,还加大了施工的投入,并且施工操作人员在井道内施工搭设时间越长危险性越大。The Chinese patent with the patent number CN201210493771.X discloses "an elevator shaft hoist type steel pipe scaffolding operation platform", which includes at least two main steel pipes installed obliquely in the elevator shaft, and the lower end of the main steel pipes leans against the lobby on one side of the elevator shaft On the ground, the upper end of the main steel pipe leans against the inner wall on the other side of the elevator shaft, and each main steel pipe is connected vertically with at least two vertical steel pipes, and the tops of two corresponding vertical steel pipes on adjacent main steel pipes are horizontally connected with horizontal steel pipes. All horizontal steel pipes are vertically covered with scaffolding platforms. The disadvantage of this structure is that every time a certain floor height is reached during construction, the operating frame platform in the hoistway must be completely rebuilt. This repeated construction not only increases the amount of work, prolongs the construction period, but also increases the investment in construction. The longer the construction operators spend in the well, the greater the danger.
发明内容Contents of the invention
本实用新型的目的在于克服已有技术的不足,提供一种灵活实用、可快速安拆的电梯井操作架提升式钢平台能有效提高施工速度,节约成本,可大大提高对施工人员的安全保障。The purpose of the utility model is to overcome the deficiencies of the prior art, to provide a flexible and practical elevator shaft operating frame lifting steel platform that can be quickly installed and dismantled, which can effectively improve the construction speed, save costs, and greatly improve the safety of construction personnel .
本实用新型的一种电梯井操作架提升式钢平台,它包括钢平台,所述的钢平台包括底板,在所述的底板上安装有骨架,在所述的骨架上对称的安装有四个吊环和四个定位安装器,所述的四个定位安装器均包括固定在骨架上的次梁,在所述的次梁上沿竖直方向固定有钢管套管,一个操作架体的四个立杆的下部分别插在钢管套管内并通过穿过钢管套管和立杆的锚固螺栓固定,在所述的操作架体上安装有施工层工作平台,在电梯井壁钢筋混凝土墙体上设置有多组预埋主梁,所述的底板支撑设置在位于同一高度的由四个预埋主梁组成的一组预埋主梁上,预埋主梁内侧设置在电梯井壁钢筋混凝土墙体上预留孔内部,在所述的预埋主梁的内侧端部焊接有端部钢板,所述的端部钢板与预留孔焊接相连。The utility model relates to a hoisting steel platform for an elevator shaft operating frame, which includes a steel platform, the steel platform includes a bottom plate, a frame is installed on the bottom plate, and four symmetrically installed on the frame Lifting rings and four positioning installers, the four positioning installers all include secondary beams fixed on the skeleton, steel pipe sleeves are fixed vertically on the secondary beams, and four vertical rods of an operating frame body The lower parts are respectively inserted into the steel pipe casing and fixed by the anchor bolts passing through the steel pipe casing and the vertical rod. A group of pre-embedded main beams, the bottom plate support is arranged on a group of pre-embedded main beams consisting of four pre-embedded main beams at the same height, and the inner side of the pre-embedded main beams is arranged on the reinforced concrete wall of the elevator shaft. Inside the reserved hole, an end steel plate is welded to the inner end of the pre-embedded main girder, and the end steel plate is connected to the reserved hole by welding.
本实用新型的优点:采用本结构可使施工方便、快速灵活,可以有效地降低施工的复杂程度,提高工作效率,节约成本,大大提高对施工人员的安全保障。The utility model has the advantages: the structure can make the construction convenient, fast and flexible, can effectively reduce the complexity of the construction, improve the work efficiency, save the cost, and greatly improve the safety guarantee for the construction personnel.
附图说明Description of drawings
图1是本实用新型的一种电梯井操作架提升式钢平台的主视图;Fig. 1 is the front view of a kind of lift shaft operating frame lifting type steel platform of the present utility model;
图2是钢平台及井道的结构示意图;Fig. 2 is the structural representation of steel platform and hoistway;
图3是图2所示的钢平台及井道的结构示意图中的架体定位安装器的结构示意图。Fig. 3 is a schematic structural view of the frame positioning installer in the structural schematic view of the steel platform and hoistway shown in Fig. 2 .
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型进行详细描述。The utility model is described in detail below in conjunction with accompanying drawings and specific embodiments.
如图所示的本实用新型的一种新型可提升钢平台,它包括钢平台2,所述的钢平台包括底板8,在所述的底板上安装有骨架,在所述的骨架上对称的安装有四个吊环6和四个定位安装器7,所述的四个定位安装器均包括固定在骨架上的次梁11,在所述的次梁11上沿竖直方向固定有钢管套管12,一个操作架体3的四个立杆的下部分别插在钢管套管12内并通过穿过钢管套管12和立杆的锚固螺栓13固定,在所述的操作架体3上安装有施工层工作平台4,在电梯井壁钢筋混凝土墙体1上设置有多组预埋主梁10,所述的底板支撑设置在位于同一高度的由四个预埋主梁10组成的一组预埋主梁10上,预埋主梁10内侧设置在电梯井壁钢筋混凝土墙体1上预留孔5内部,在所述的预埋主梁的内侧端部焊接有端部钢板9,所述的端部钢板9与预留孔5焊接相连。As shown in the figure, a new type of liftable steel platform of the utility model includes a steel platform 2, the steel platform includes a bottom plate 8, a skeleton is installed on the bottom plate, and the symmetrical Four lifting rings 6 and four positioning installers 7 are installed, and the four positioning installers all include a secondary beam 11 fixed on the skeleton, and steel pipe sleeves are fixed vertically on the secondary beam 11 12. The lower parts of the four vertical rods of an operating frame body 3 are respectively inserted into the steel pipe sleeves 12 and fixed by the anchor bolts 13 passing through the steel pipe sleeves 12 and the vertical rods. On the working platform 4 of the construction floor, multiple groups of pre-embedded main beams 10 are arranged on the reinforced concrete wall 1 of the elevator shaft wall, and the support of the bottom plate is arranged on a group of pre-embedded main beams 10 at the same height. On the buried main beam 10, the inner side of the pre-embedded main beam 10 is arranged inside the reserved hole 5 on the reinforced concrete wall 1 of the elevator shaft wall, and the end steel plate 9 is welded at the inner end of the pre-embedded main beam. The end steel plate 9 is connected to the reserved hole 5 by welding.
本实用新型钢平台在具体施工操作如下:The concrete construction operation of the utility model steel platform is as follows:
1.提升式钢平台安装,首先需将预埋主梁在电梯井道壁的模板、钢筋、混凝土工程施工过程中埋设完毕。待强度达到要求后方可将组装好的钢平台2吊放于预埋主梁上,钢平台2外边尺寸与井壁之间≦100mm。1. For the installation of the lifting steel platform, the pre-embedded main beam needs to be buried in the formwork, steel bars and concrete works of the elevator shaft wall first. The assembled steel platform 2 can be hoisted on the pre-embedded main beam after the strength reaches the requirement, and the distance between the outer dimension of the steel platform 2 and the well wall is ≦100mm.
2.平台安放好后,即可进行电梯井道内部操作架体的搭设施工,利用钢平台2上钢管套管12对操作架体3固定安装。一切准备工作完成后,需进行检查验收,合格后方可允许工人施工使用。2. After the platform is placed, the construction of the operating frame inside the elevator shaft can be carried out, and the operating frame 3 is fixed and installed by using the steel pipe casing 12 on the steel platform 2. After all preparatory work is completed, inspection and acceptance are required, and workers are allowed to construct and use only after passing the test.
3.待本阶段施工完毕,转移到上部楼层施工时,只需将操作架体3及钢平台分开,先后吊起,依次如第一次安装操作即可,重复使用提高效率,简化施工,提高操作人员的安全保障。3. After the construction of this stage is completed, when transferring to the upper floor for construction, it is only necessary to separate the operating frame body 3 and the steel platform, and lift them up successively, as in the first installation operation. Repeated use improves efficiency, simplifies construction, and improves Operator safety and security.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520322048.4U CN204662933U (en) | 2015-05-18 | 2015-05-18 | A kind of hoistway operation frame lift-type steel platform |
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| CN201520322048.4U CN204662933U (en) | 2015-05-18 | 2015-05-18 | A kind of hoistway operation frame lift-type steel platform |
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| CN204662933U true CN204662933U (en) | 2015-09-23 |
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| CN201520322048.4U Expired - Fee Related CN204662933U (en) | 2015-05-18 | 2015-05-18 | A kind of hoistway operation frame lift-type steel platform |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908961A (en) * | 2015-12-28 | 2016-08-31 | 上海建工七建集团有限公司 | Liftway combined type lifting operation frame |
| CN115897981A (en) * | 2022-12-28 | 2023-04-04 | 中交一公局集团有限公司 | A revolving elevator shaft construction platform |
-
2015
- 2015-05-18 CN CN201520322048.4U patent/CN204662933U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105908961A (en) * | 2015-12-28 | 2016-08-31 | 上海建工七建集团有限公司 | Liftway combined type lifting operation frame |
| CN115897981A (en) * | 2022-12-28 | 2023-04-04 | 中交一公局集团有限公司 | A revolving elevator shaft construction platform |
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Granted publication date: 20150923 Termination date: 20190518 |
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| CF01 | Termination of patent right due to non-payment of annual fee |