CN206174441U - Elevator shaft operation platform - Google Patents

Elevator shaft operation platform Download PDF

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Publication number
CN206174441U
CN206174441U CN201621186917.6U CN201621186917U CN206174441U CN 206174441 U CN206174441 U CN 206174441U CN 201621186917 U CN201621186917 U CN 201621186917U CN 206174441 U CN206174441 U CN 206174441U
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CN
China
Prior art keywords
platform
frame
bar
operation platform
elevator shaft
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Expired - Fee Related
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CN201621186917.6U
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Chinese (zh)
Inventor
张�浩
吕尚军
董玉坤
张森震
高嘉
穆海深
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First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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First Construction Co Ltd of China Construction Eighth Engineering Division Co Ltd
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Priority to CN201621186917.6U priority Critical patent/CN206174441U/en
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Publication of CN206174441U publication Critical patent/CN206174441U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides an elevator shaft operation platform belongs to the architectural engineering technology field, and its structure includes elevator well, elevator shaft wall shear force wall, and the common cross -under elevator shaft wall shear force in both ends of two above quantity and parallel arrangement's bracing piece is the relative preformed hole of level on the wall, parallel arrangement's bracing piece constitutes the base platform, four frame rod end to end enclose growth square frame, and the both ends of frame inner platform pole are fixed respectively on long square frame's frame rod, long square frame and frame inner platform pole constitute operation platform, operation platform travels by on the base platform, operation platform's long square frame's the fixed rings that are provided with of four corner portions. Improve original three -dimensional loaded down with trivial details assembling for going up and down on the plane, simple and convenient, the operation is swift, and the use is firm, can not lead to the fact the injury to elevator well and floor board, effectively guarantees construction quality and safe mass.

Description

一种电梯井操作平台An elevator shaft operating 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操作平台。The utility model relates to the technical field of construction engineering, in particular to an elevator shaft operating platform.

背景技术Background technique

一般的,电梯井钢筋绑扎,模板支设,现有施工工艺是在电梯井搭设落地式脚手架,在脚手架上铺上压型钢板,人站在上面绑电梯井钢筋,支井壁模板。但是,现有工艺缺点是不可周转,费工费时,浪费脚手架,安全隐患大。以一栋30层住宅为例,一层800m2,一般4个电梯,平均一个电梯井4m2,两个点电梯井需要支设480m2脚手架,而且这些脚手架要用从基础一直到主体封顶都在电梯井里。现有工艺不仅费工费时,而且降低脚手架周转率。Generally, the elevator shaft reinforcement is bound, and the formwork is supported. The existing construction technology is to set up a floor-standing scaffold at the elevator shaft, lay profiled steel plates on the scaffold, and people stand on it to bind the elevator shaft reinforcement and support the shaft wall formwork. However, the disadvantage of the existing technology is that it cannot be turned around, takes a lot of work and time, wastes scaffolding, and has great potential safety hazards. Take a 30-storey residential building as an example, one floor is 800m 2 , there are generally 4 elevators, and an average elevator shaft is 4m 2 , and 480m 2 scaffolding is needed to support the elevator shafts at two points, and these scaffolds need to be used from the foundation to the main body. In the elevator shaft. The existing process is not only labor-intensive and time-consuming, but also reduces the turnover rate of scaffolding.

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,提供一种电梯井操作平台。The technical task of the utility model is to solve the deficiencies of the prior art and provide an elevator shaft operating platform.

本实用新型的技术方案是按以下方式实现的,该电梯井操作平台,其结构包括电梯井道、电梯井壁剪力墙,The technical scheme of the utility model is realized in the following manner, the elevator shaft operating platform, its structure includes the elevator shaft, the elevator shaft wall shear wall,

在相对的两个电梯井壁剪力墙上分别开设有水平相对的预留孔;Horizontally opposite reserved holes are respectively opened on the two opposite elevator shaft wall shear walls;

两根以上数量且平行布置的支撑杆的两端共同穿接电梯井壁剪力墙上水平相对的预留孔;The two ends of more than two supporting rods arranged in parallel are connected to the horizontally opposite reserved holes on the shear wall of the elevator shaft wall;

平行布置的支撑杆构成底座平台;The supporting rods arranged in parallel form the base platform;

四根框架杆首尾相连围成长方形框架,长方形框架内设置有等距间隔平行布置的框内平台杆,框内平台杆的两端分别固定在长方形框架的框架杆上;Four frame rods are connected end to end to form a rectangular frame, the rectangular frame is provided with in-frame platform rods arranged in parallel at equidistant intervals, and the two ends of the in-frame platform rods are respectively fixed on the frame rods of the rectangular frame;

长方形框架和框内平台杆构成操作平台;操作平台上覆盖有平台钢板;The rectangular frame and the platform rod in the frame constitute the operating platform; the operating platform is covered with platform steel plates;

操作平台搭坐在底座平台上;The operating platform sits on the base platform;

操作平台的长方形框架的四个边角部固定设置有吊环。The four corners of the rectangular frame of the operating platform are fixedly provided with lifting rings.

支撑杆的数量设置为三根。The number of support rods is set to three.

支撑杆采用工字钢支撑杆。The support rod adopts the I-beam support rod.

框架杆采用槽钢框架杆;框内平台杆采用槽钢框内平台杆;四根框架杆首尾固定焊接围成长方形框架,框内平台杆的两端分别固定焊接在长方形框架的框架杆上。The frame rod adopts channel steel frame rod; the platform rod in the frame adopts channel steel frame rod; the four frame rods are fixedly welded head to tail to surround a rectangular frame, and the two ends of the frame rod are respectively fixedly welded on the frame rod of the rectangular frame.

操作平台设置在电梯井道内围,操作平台的覆盖面小于电梯井道的水平截面。The operating platform is arranged on the inner periphery of the elevator shaft, and the coverage of the operating platform is smaller than the horizontal section of the elevator shaft.

支撑杆的长度大于电梯井壁剪力墙的水平跨度。The length of the support rod is greater than the horizontal span of the elevator shaft wall shear wall.

框内平台杆的间隔设置在150mm~300mm之间。The interval between the platform rods in the frame is set between 150mm and 300mm.

平台钢板的表面上设置有防滑凸起花纹。The surface of the platform steel plate is provided with anti-slip raised patterns.

吊环上方连接有电梯井道层间升降悬吊装置。The elevator hoistway inter-floor lifting suspension device is connected above the suspension ring.

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:

该电梯井操作平台利用电梯井壁剪力墙的固定作用来固定底座平台,在底座平台上设置操作平台,在电梯本层建筑施工操作完毕后,将操作平台在电梯层间悬吊提升,再在提升后的电梯层进行底座平台的建设,将操作平台降落在底座平台上进行固定,即可继续施工操作。The operating platform of the elevator shaft uses the fixing effect of the shear wall of the elevator shaft wall to fix the base platform, and the operating platform is set on the base platform. The construction of the base platform is carried out on the lifted elevator floor, and the operation platform is landed on the base platform for fixing, and the construction operation can be continued.

将原来脚手架的立体繁琐拼装、或三角架牛腿的立体繁琐拼装改进为平面升降,简单方便,操作快捷,使用稳固,不会对电梯井道以及楼层板造成伤害,有效保证施工质量和安全质量。The three-dimensional cumbersome assembly of the original scaffolding or the three-dimensional cumbersome assembly of the tripod corbel is improved to a plane lift, which is simple and convenient, fast in operation, stable in use, and will not cause damage to the elevator shaft and floor boards, effectively ensuring the construction quality and safety quality.

该电梯井操作平台设计合理、结构简单、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 operation platform has reasonable design, simple structure, 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是本实用新型的主视结构示意图;Accompanying drawing 2 is the main view structural representation of the utility model;

附图3是本实用新型的操作平台的结构示意图。Accompanying drawing 3 is the structural representation of the operation platform of the present 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、电梯井壁剪力墙,3、预留孔,4、支撑杆,5、底座平台,1. Elevator shaft, 2. Shear wall of elevator shaft wall, 3. Reserved hole, 4. Support rod, 5. Base platform,

6、框架杆,7、长方形框架,8、框内平台杆,9、操作平台,10、平台钢板,6. Frame rod, 7. Rectangular frame, 8. Platform rod in the frame, 9. Operating platform, 10. Platform steel plate,

11、吊环,12、防滑凸起花纹,13、电梯井道层间升降悬吊装置。11. Hanging rings, 12. Anti-skid raised patterns, 13. Lifting and suspending device between elevator shaft floors.

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操作平台作以下详细说明。A kind of elevator shaft operation platform of the present utility model is described in detail below in conjunction with accompanying drawing.

如附图所示,本实用新型的电梯井操作平台,其结构包括电梯井道1、电梯井壁剪力墙2,As shown in the accompanying drawings, the elevator shaft operating platform of the present utility model has a structure comprising an elevator shaft 1, an elevator shaft wall shear wall 2,

在相对的两个电梯井壁剪力墙2上分别开设有水平相对的预留孔3;Horizontally opposite reserved holes 3 are respectively opened on the two opposite elevator shaft wall shear walls 2;

两根以上数量且平行布置的支撑杆4的两端共同穿接电梯井壁剪力墙上水平相对的预留孔3;The two ends of more than two supporting rods 4 arranged in parallel are connected to the horizontally opposite reserved holes 3 on the shear wall of the elevator shaft wall;

平行布置的支撑杆4构成底座平台5;The supporting rods 4 arranged in parallel form the base platform 5;

四根框架杆6首尾相连围成长方形框架7,长方形框架7内设置有等距间隔平行布置的框内平台杆8,框内平台杆8的两端分别固定在长方形框架7的框架杆6上;Four frame rods 6 are connected end to end to surround a rectangular frame 7, and the rectangular frame 7 is provided with platform rods 8 arranged in parallel at equidistant intervals, and the two ends of the platform rods 8 in the frame are respectively fixed on the frame rods 6 of the rectangular frame 7 ;

长方形框架7和框内平台杆8构成操作平台9;操作平台9上覆盖有平台钢板10;The rectangular frame 7 and the platform bar 8 in the frame constitute an operating platform 9; the operating platform 9 is covered with a platform steel plate 10;

操作平台9搭坐在底座平台5上;The operating platform 9 sits on the base platform 5;

操作平台9的长方形框架7的四个边角部固定设置有吊环11。The four corners of the rectangular frame 7 of the operating platform 9 are fixedly provided with lifting rings 11 .

支撑杆4的数量设置为三根。The number of support rods 4 is set to three.

支撑杆4采用工字钢支撑杆。Support bar 4 adopts I-shaped steel support bar.

框架杆6采用槽钢框架杆;框内平台杆8采用槽钢框内平台杆;四根框架杆首尾固定焊接围成长方形框架,框内平台杆的两端分别固定焊接在长方形框架的框架杆上。The frame rod 6 is made of channel steel frame rod; the platform rod 8 in the frame is made of channel steel frame rod; the four frame rods are fixedly welded from head to tail to surround a rectangular frame, and the two ends of the frame rod are respectively fixed and welded to the frame rod of the rectangular frame superior.

操作平台9设置在电梯井道1内围,操作平台9的覆盖面小于电梯井道1的水平截面。The operating platform 9 is arranged on the inner periphery of the elevator shaft 1 , and the coverage of the operating platform 9 is smaller than the horizontal section of the elevator shaft 1 .

支撑杆4的长度大于电梯井壁剪力墙2的水平跨度。The length of the support rod 4 is greater than the horizontal span of the elevator shaft wall shear wall 2 .

框内平台杆8的间隔设置在150mm~300mm之间。优选200mm。The interval between the platform rods 8 in the frame is set between 150mm and 300mm. Preferably 200mm.

平台钢板10的表面上设置有防滑凸起花纹12。Anti-slip raised patterns 12 are provided on the surface of the platform steel plate 10 .

吊环11上方连接有电梯井道层间升降悬吊装置13。The top of the suspension ring 11 is connected with an elevator hoistway interfloor lifting suspension device 13 .

该电梯井操作平台由三根14号工字钢和槽钢平台组成。三根工字钢插在电梯井壁的预留洞上;槽钢平台由四根2190mm的8号槽钢焊接成的正方形平台,平台内焊接间距为200mm的八号槽钢,上面覆盖1mm后花纹钢板,用铁丝将花纹平台钢板与平台连接,最后在槽钢平台四个角焊接直径为20的圆钢吊环。The elevator shaft operating platform is composed of three No. 14 I-beams and a channel steel platform. Three I-beams are inserted into the reserved holes on the elevator shaft wall; the channel steel platform is a square platform welded by four 2190mm No. Steel plate, connect the patterned platform steel plate with the platform with iron wire, and finally weld round steel rings with a diameter of 20 at the four corners of the channel steel platform.

在施工过程中,本层楼板浇筑结束24h后将14号工字钢放置在预留洞的位置上,并将200*200的模板盒子套在工字钢上,方便墙柱模板拼接;用塔吊将槽钢平台放在三根工字钢上,工人可以在上面绑钢筋,支模板、搭架子。当本层墙柱、顶板浇筑完混凝土后,操作平台通过电梯井道层间升降悬吊装置往上爬升,重复使用。During the construction process, 24 hours after the pouring of the floor slab, place the No. 14 I-beam in the position of the reserved hole, and put the 200*200 formwork box on the I-beam to facilitate the splicing of the wall column formwork; use a tower crane Put the channel steel platform on the three I-beams, and workers can tie steel bars on it, support formwork, and build shelves. After the concrete is poured on the wall column and roof of this floor, the operating platform climbs up through the interlayer lifting and suspension device of the elevator shaft, and can be reused.

Claims (9)

1. a kind of hoistway operation platform, it is characterised in that including elevator hoistways, hoistway wall shear wall,
Offer the preformed hole of level of relative respectively on two relative hoistway wall shear walls;
Wear jointly and connect the pre- of level of relative on hoistway wall shear wall in the two ends of more than two quantity and the support bar being arranged in parallel Box out;
The support bar being arranged in parallel constitutes base platform;
Four frame bars join end to end and surround rectangular frame, and the inframe that equi-spaced apart is arranged in parallel is provided with rectangular frame Platform bar, the two ends of inframe platform bar are separately fixed in the frame bars of rectangular frame;
Rectangular frame and inframe platform bar constitute operating platform;Platform steel plate is coated with operating platform;
Operating platform is traveled by base platform;
Four corner of the rectangular frame of operating platform are fixedly installed suspension ring.
2. a kind of hoistway operation platform according to claim 1, it is characterised in that:The quantity of support bar is set to three Root.
3. a kind of hoistway operation platform according to claim 1, it is characterised in that:Support bar adopts I-shaped bracing members Bar.
4. a kind of hoistway operation platform according to claim 1, it is characterised in that:Frame bars adopt chan frame bar; Inframe platform bar adopts channel-section steel inframe platform bar;Four frame bars head and the tail fix welding and surround rectangular frame, inframe platform bar Two ends be fixedly welded on respectively in the frame bars of rectangular frame.
5. a kind of hoistway operation platform according to claim 1, it is characterised in that:Operating platform is arranged on elevator hoistways Inside enclose, the coverage rate of operating platform is less than the horizontal cross-section of elevator hoistways.
6. a kind of hoistway operation platform according to claim 1, it is characterised in that:The length of support bar is more than elevator The horizontal span of wall shear wall.
7. a kind of hoistway operation platform according to claim 1, it is characterised in that:Inframe platform bar is disposed on Between 150mm~300mm.
8. a kind of hoistway operation platform according to claim 1, it is characterised in that:It is provided with the surface of platform steel plate Anti-skid bulge decorative pattern.
9. a kind of hoistway operation platform according to claim 1, it is characterised in that:Suspension ring top is connected with elevator hoistways Interlayer lifts suspension apparatus.
CN201621186917.6U 2016-11-04 2016-11-04 Elevator shaft operation platform Expired - Fee Related CN206174441U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201621186917.6U CN206174441U (en) 2016-11-04 2016-11-04 Elevator shaft operation platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201621186917.6U CN206174441U (en) 2016-11-04 2016-11-04 Elevator shaft operation platform

Publications (1)

Publication Number Publication Date
CN206174441U true CN206174441U (en) 2017-05-17

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CN201621186917.6U Expired - Fee Related CN206174441U (en) 2016-11-04 2016-11-04 Elevator shaft operation platform

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372242A (en) * 2018-09-29 2019-02-22 上海二十冶建设有限公司 A kind of construction of lift well security improvement stage apparatus and application method
CN115092792A (en) * 2022-06-21 2022-09-23 上海美上置业开发有限公司 Integrated prefabricated structure of prefabricated elevator concrete structure and method thereof
CN117090379A (en) * 2023-09-12 2023-11-21 中国一冶集团有限公司 Folding type operation platform for inner wall and outer wall of elevator shaft and construction method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109372242A (en) * 2018-09-29 2019-02-22 上海二十冶建设有限公司 A kind of construction of lift well security improvement stage apparatus and application method
CN109372242B (en) * 2018-09-29 2020-11-20 上海二十冶建设有限公司 Elevator shaft construction safety lifting platform device and using method
CN115092792A (en) * 2022-06-21 2022-09-23 上海美上置业开发有限公司 Integrated prefabricated structure of prefabricated elevator concrete structure and method thereof
CN117090379A (en) * 2023-09-12 2023-11-21 中国一冶集团有限公司 Folding type operation platform for inner wall and outer wall of elevator shaft and construction method

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