CN205296799U - Construction of elevator well and protection platform - Google Patents

Construction of elevator well and protection platform Download PDF

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Publication number
CN205296799U
CN205296799U CN201521058873.4U CN201521058873U CN205296799U CN 205296799 U CN205296799 U CN 205296799U CN 201521058873 U CN201521058873 U CN 201521058873U CN 205296799 U CN205296799 U CN 205296799U
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load
bearing
platform
elevator shaft
construction
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Expired - Fee Related
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CN201521058873.4U
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Chinese (zh)
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刘永涛
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Second Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Abstract

The utility model provides a construction of elevator well and protection platform, belongs to the technical field of construction engineering, its structure includes spandrel girder and bearing platform, the reservation square hole has been offered on the wall to the shear force of the elevator well relative with the door opening department of elevator well, the one end of spandrel girder is pegged graft in shear force reservation square hole on the wall, the door opening department at the elevator well is fixed to the other end of spandrel girder, the top level of spandrel girder is provided with the bearing platform, the flat edge of table of bearing is provided with respectively and turns over the board, be provided with the spacing insertion rod of scaffold steel pipe on the bearing platform, the bottom of elevator well scaffold is inserted the spacing insertion rod of scaffold steel pipe respectively and is carried on spacing fixedly, elevator well scaffold upwards extends the installation in the side along the elevator well. This construction of elevator well and protection platform can be applicable to the elevator well of multiple size, and the structural strength of spandrel girder and bearing platform can fully guarantee the intensity and the rigidity of elevartor shaft construction and protection platform, and the security when making the construction improves.

Description

一种电梯井道施工与防护平台An elevator shaft construction and protection platform

技术领域 technical field

本实用新型涉及建筑工程技术领域,具体地说是一种电梯井道施工与防护平台。 The utility model relates to the technical field of construction engineering, in particular to an elevator shaft construction and protection platform.

背景技术 Background technique

一般的,随着我国城市化程度的提升,高层建筑越来越多,电梯是高层建筑重要组成部分。高层建筑物内部的电梯井道部位,由于上下贯通,危险系数大,施工人员在进行墙体钢筋绑扎、模板施工、混凝土浇筑、模板拆除等相关施工工作时,必须搭设安全操作平台以方便进行施工。传统的电梯井操作平台是由钢管脚手架由下向上搭设而成,搭建拆除耗时费力,使传统的电梯井操作平台的搭建过程繁琐复杂。近几年还出现了一种专用的电梯井道施工平台,整体采用型钢焊接而成,整体尺寸较大,不同工程之间通用性差,且不具备防止物体坠落的水平防护作用。 Generally, with the improvement of the degree of urbanization in our country, there are more and more high-rise buildings, and elevators are an important part of high-rise buildings. The elevator shaft inside the high-rise building has a high risk factor due to the vertical connection. When the construction personnel carry out related construction work such as wall reinforcement binding, formwork construction, concrete pouring, and formwork removal, they must set up a safe operation platform to facilitate construction. The traditional elevator shaft operating platform is built from the bottom up by the steel pipe scaffolding. It is time-consuming and laborious to build and dismantle, which makes the construction process of the traditional elevator shaft operating platform cumbersome and complicated. In recent years, a special elevator shaft construction platform has also appeared. The whole is welded by section steel, the overall size is large, the versatility between different projects is poor, and it does not have the horizontal protection function to prevent objects from falling.

发明内容 Contents of the invention

本实用新型的技术任务是解决现有技术的不足,提供一种电梯井道施工与防护平台。 The technical task of the utility model is to solve the deficiencies of the prior art and provide an elevator shaft construction and protection platform.

本实用新型的技术方案是按以下方式实现的,该一种电梯井道施工与防护平台,其结构包括承重梁和承重平台, The technical scheme of the utility model is realized in the following manner. The structure of the elevator well construction and protection platform includes a load-bearing beam and a load-bearing platform,

电梯井道的门洞口处设置有承重梁,与电梯井道的门洞口处相对的电梯井道的剪力墙上开设有预留方孔,承重梁的一端插接在剪力墙上的预留方孔内,承重梁的另一端固定在电梯井道的门洞口处,承重梁水平设置; There is a load-bearing beam at the door opening of the elevator shaft, and a reserved square hole is opened on the shear wall of the elevator shaft opposite to the door opening of the elevator shaft, and one end of the load-bearing beam is plugged into the reserved square hole on the shear wall Inside, the other end of the load-bearing beam is fixed at the door opening of the elevator shaft, and the load-bearing beam is set horizontally;

承重梁的上方水平设置有承重平台, A load-bearing platform is arranged horizontally above the load-bearing beam.

承重平台的边缘设置在电梯井道内壁四周的内围,承重平台的边缘分别设置有翻板,翻板的一个边缘与相邻的承重平台的边框通过铰接座铰接翻转,翻板的宽度大于所在承重平台的边框到剪力墙之间的水平距离,翻板的外展边缘搭设在承重平台平面上方的剪力墙的墙面上; The edge of the load-bearing platform is set on the inner periphery of the inner wall of the elevator shaft, and the edges of the load-bearing platform are respectively provided with flaps. One edge of the flap and the frame of the adjacent load-bearing platform are hinged and flipped through the hinge seat. The width of the flap is greater than the load-bearing The horizontal distance between the frame of the platform and the shear wall, and the outstretched edge of the flap is erected on the wall surface of the shear wall above the plane of the load-bearing platform;

承重平台上设置有脚手架钢管限位插接杆, The load-bearing platform is equipped with a scaffolding steel pipe limit insertion rod,

电梯井道脚手架的底端分别插入脚手架钢管限位插接杆进行限位固定,电梯井道脚手架沿电梯井道向上方延伸安装。 The bottom ends of the elevator shaft scaffolding are respectively inserted into the scaffolding steel pipe limit insertion rods for limit fixing, and the elevator shaft scaffolding is extended and installed upward along the elevator shaft.

承重平台和/或翻板的上表面敷设有竹胶板或胶合板。 The upper surface of the load-bearing platform and/or the turnover plate is covered with bamboo plywood or plywood.

承重梁上方水平设置的承重平台与承重梁之间采用可拆卸连接。 A detachable connection is adopted between the load-bearing platform arranged horizontally above the load-bearing beam and the load-bearing beam.

本实用新型与现有技术相比所产生的有益效果是: Compared with the prior art, the utility model has the following beneficial effects:

该一种电梯井道施工与防护平台在电梯井内施工时简单易行,并能在一次加工成功后重复使用,能适用于多种尺寸的电梯井道,节省了人力物力,承重梁及承重平台的结构强度能充分保证电梯井施工与防护平台的强度与刚度,使施工时的安全性提高,避免了从下至上搭建脚手架带来的安全问题,有效节省工、时,极大的缩短了工程工期,具备防止物体坠落的水平防护作用,减少了高处作业的安全隐患。 The elevator shaft construction and protection platform is simple and easy to implement in the elevator shaft, and can be reused after a successful processing. It can be applied to elevator shafts of various sizes, saving manpower and material resources. The structure of the load-bearing beam and the load-bearing platform The strength can fully guarantee the strength and rigidity of the elevator shaft construction and the protection platform, which improves the safety during construction, avoids the safety problems caused by building scaffolding from bottom to top, effectively saves labor and time, and greatly shortens the project period. It has the function of horizontal protection to prevent objects from falling, reducing the safety hazards of working at heights.

翻板自由端可搁置在剪力墙上,从而使承重平台具有防止物体坠落的水平防护作用。翻板翻转角度自由,从而使承重平台水平防护尺寸可调整,从而适应常见电梯井道。翻板自由端与剪力墙之间几乎无空隙,可防止物体坠落,起到水平防护的作用,减少了高处作业的安全隐患,效果比现有技术更好。 The free end of the flap can rest on the shear wall, so that the load-bearing platform has a horizontal protection function to prevent objects from falling. The flip angle of the flap is free, so that the horizontal protection size of the load-bearing platform can be adjusted to adapt to common elevator shafts. There is almost no gap between the free end of the flap and the shear wall, which can prevent objects from falling, play the role of horizontal protection, and reduce the safety hazards of high-altitude operations, and the effect is better than that of the prior art.

该一种电梯井道施工与防护平台设计合理、结构简单、易于加工、安全可靠、使用方便、易于维护,具有很好的推广使用价值。 The elevator shaft construction and protection platform has reasonable design, simple structure, easy processing, safety and reliability, convenient use and easy maintenance, and has good popularization and use value.

附图说明 Description of drawings

附图1是本实用新型的俯视结构示意图; Accompanying drawing 1 is the top view structural representation of the utility model;

附图2是本实用新型的侧视结构示意图; Accompanying drawing 2 is the side view structural representation of the utility model;

附图3是本实用新型的主视结构示意图; Accompanying drawing 3 is the main view structural representation of the utility model;

附图4是本实用新型的局部俯视结构示意图。 Accompanying drawing 4 is the partial top view structure schematic diagram of the utility model.

附图中的标记分别表示: The marks in the accompanying drawings indicate respectively:

1、电梯井道,2、门洞口,3、承重梁,4、剪力墙,5、预留方孔, 1. Elevator shaft, 2. Door opening, 3. Bearing beam, 4. Shear wall, 5. Reserved square hole,

6、承重平台,7、翻板,8、边框,9、铰接座,10、脚手架钢管限位插接杆,11、电梯井道脚手架, 6. Load-bearing platform, 7. Flap, 8. Frame, 9. Hinged seat, 10. Scaffold steel pipe limit insertion rod, 11. Elevator shaft scaffolding,

12、竹胶板或胶合板。 12. Bamboo plywood or plywood.

具体实施方式 detailed description

下面结合附图对本实用新型的一种电梯井道施工与防护平台作以下详细说明。 A kind of elevator hoistway construction and protection platform of the present utility model is described in detail below in conjunction with accompanying drawing.

如附图所示,本实用新型的一种电梯井道施工与防护平台,其结构包括承重梁和承重平台, As shown in the accompanying drawings, an elevator shaft construction and protection platform of the present utility model has a structure including a load-bearing beam and a load-bearing platform,

电梯井道1的门洞口2处设置有承重梁3,与电梯井道的门洞口处相对的电梯井道的剪力墙4上开设有预留方孔5,承重梁3的一端插接在剪力墙上的预留方孔5内,承重梁3的另一端固定在电梯井道的门洞口2处,承重梁3水平设置; The door opening 2 of the elevator shaft 1 is provided with a load-bearing beam 3, and the shear wall 4 of the elevator shaft opposite to the door opening of the elevator shaft is provided with a reserved square hole 5, and one end of the load-bearing beam 3 is inserted into the shear wall In the reserved square hole 5 above, the other end of the load-bearing beam 3 is fixed at the door opening 2 of the elevator shaft, and the load-bearing beam 3 is set horizontally;

承重梁3的上方水平设置有承重平台6, A load-bearing platform 6 is arranged horizontally above the load-bearing beam 3,

承重平台6的边缘设置在电梯井道内壁四周的内围,承重平台6的边缘分别设置有翻板7,翻板7的一个边缘与相邻的承重平台的边框8通过铰接座9铰接翻转,翻板7的宽度大于所在承重平台的边框到剪力墙之间的水平距离,翻板7的外展边缘搭设在承重平台平面上方的剪力墙4的墙面上; The edge of the load-bearing platform 6 is arranged on the inner circumference around the inner wall of the elevator shaft, and the edges of the load-bearing platform 6 are respectively provided with flaps 7, and one edge of the flap 7 and the frame 8 of the adjacent load-bearing platform are hinged and flipped through the hinge seat 9, and the flip The width of the plate 7 is greater than the horizontal distance between the frame of the load-bearing platform and the shear wall, and the outstretched edge of the flap 7 is set on the wall of the shear wall 4 above the plane of the load-bearing platform;

承重平台6上设置有脚手架钢管限位插接杆10, The load-bearing platform 6 is provided with a scaffolding steel pipe limit plug-in rod 10,

电梯井道脚手架11的底端分别插入脚手架钢管限位插接杆10进行限位固定,电梯井道脚手架11沿电梯井道向上方延伸安装。 The bottom ends of the elevator shaft scaffolding 11 are respectively inserted into the scaffolding steel pipe limit plug rods 10 for positioning and fixing, and the elevator shaft scaffolding 11 extends upwards along the elevator shaft for installation.

承重平台6和/或翻板7的上表面敷设有竹胶板或胶合板12。 The upper surface of the load-bearing platform 6 and/or the turnover plate 7 is covered with bamboo plywood or plywood 12 .

承重梁上方水平设置的承重平台6与承重梁3之间采用可拆卸连接。 A detachable connection is adopted between the load-bearing platform 6 arranged horizontally above the load-bearing beam and the load-bearing beam 3 .

Claims (3)

1.一种电梯井道施工与防护平台,其特征在于包括承重梁和承重平台, 1. An elevator shaft construction and protection platform is characterized in that it comprises a load-bearing beam and a load-bearing platform, 电梯井道的门洞口处设置有承重梁,与电梯井道的门洞口处相对的电梯井道的剪力墙上开设有预留方孔,承重梁的一端插接在剪力墙上的预留方孔内,承重梁的另一端固定在电梯井道的门洞口处,承重梁水平设置; There is a load-bearing beam at the door opening of the elevator shaft, and a reserved square hole is opened on the shear wall of the elevator shaft opposite to the door opening of the elevator shaft, and one end of the load-bearing beam is plugged into the reserved square hole on the shear wall Inside, the other end of the load-bearing beam is fixed at the door opening of the elevator shaft, and the load-bearing beam is set horizontally; 承重梁的上方水平设置有承重平台, A load-bearing platform is arranged horizontally above the load-bearing beam. 承重平台的边缘设置在电梯井道内壁四周的内围,承重平台的边缘分别设置有翻板,翻板的一个边缘与相邻的承重平台的边框通过铰接座铰接翻转,翻板的宽度大于所在承重平台的边框到剪力墙之间的水平距离,翻板的外展边缘搭设在承重平台平面上方的剪力墙的墙面上; The edge of the load-bearing platform is set on the inner circumference of the inner wall of the elevator shaft, and the edges of the load-bearing platform are respectively provided with flaps. One edge of the flap and the frame of the adjacent load-bearing platform are hinged and flipped through the hinge seat. The width of the flap is larger than the load-bearing The horizontal distance between the frame of the platform and the shear wall, and the outstretched edge of the flap is erected on the wall surface of the shear wall above the plane of the load-bearing platform; 承重平台上设置有脚手架钢管限位插接杆, The load-bearing platform is equipped with a scaffolding steel pipe limit insertion rod, 电梯井道脚手架的底端分别插入脚手架钢管限位插接杆进行限位固定,电梯井道脚手架沿电梯井道向上方延伸安装。 The bottom ends of the elevator shaft scaffolding are respectively inserted into the scaffolding steel pipe limit insertion rods for limit fixing, and the elevator shaft scaffolding is extended and installed upwards along the elevator shaft. 2.根据权利要求1所述的一种电梯井道施工与防护平台,其特征在于:承重平台和/或翻板的上表面敷设有竹胶板或胶合板。 2. An elevator shaft construction and protection platform according to claim 1, characterized in that: bamboo plywood or plywood is laid on the upper surface of the load-bearing platform and/or the flap. 3.根据权利要求1所述的一种电梯井道施工与防护平台,其特征在于:承重梁上方水平设置的承重平台与承重梁之间采用可拆卸连接。 3. An elevator shaft construction and protection platform according to claim 1, characterized in that: the load-bearing platform arranged horizontally above the load-bearing beam and the load-bearing beam are detachably connected.
CN201521058873.4U 2015-12-18 2015-12-18 Construction of elevator well and protection platform Expired - Fee Related CN205296799U (en)

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CN201521058873.4U CN205296799U (en) 2015-12-18 2015-12-18 Construction of elevator well and protection platform

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Application Number Priority Date Filing Date Title
CN201521058873.4U CN205296799U (en) 2015-12-18 2015-12-18 Construction of elevator well and protection platform

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107654059A (en) * 2017-08-31 2018-02-02 上海宝冶集团有限公司 For the mobile operating platform constructed in elevator hoistway
CN109469309A (en) * 2018-11-28 2019-03-15 中国建筑第七工程局有限公司 A multifunctional construction operation platform for vertical shafts
CN113235961A (en) * 2021-05-27 2021-08-10 中建八局第一建设有限公司 Protection plate for elevator shaft structure in building engineering and construction method thereof
CN114876174A (en) * 2022-05-29 2022-08-09 中国五冶集团有限公司 Construction method of open-hole-free well way bearing beam

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107654059A (en) * 2017-08-31 2018-02-02 上海宝冶集团有限公司 For the mobile operating platform constructed in elevator hoistway
CN109469309A (en) * 2018-11-28 2019-03-15 中国建筑第七工程局有限公司 A multifunctional construction operation platform for vertical shafts
CN113235961A (en) * 2021-05-27 2021-08-10 中建八局第一建设有限公司 Protection plate for elevator shaft structure in building engineering and construction method thereof
CN113235961B (en) * 2021-05-27 2022-04-08 中建八局第一建设有限公司 A kind of construction engineering elevator shaft structure protection board and its construction method
CN114876174A (en) * 2022-05-29 2022-08-09 中国五冶集团有限公司 Construction method of open-hole-free well way bearing beam

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Granted publication date: 20160608

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