CN205224567U - Collapsible foldable elevartor shaft construction platform - Google Patents

Collapsible foldable elevartor shaft construction platform Download PDF

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Publication number
CN205224567U
CN205224567U CN201520925033.7U CN201520925033U CN205224567U CN 205224567 U CN205224567 U CN 205224567U CN 201520925033 U CN201520925033 U CN 201520925033U CN 205224567 U CN205224567 U CN 205224567U
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main beam
platform
elevator shaft
retractable
construction
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冯灿通
陈吉
徐万富
郭磊
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China Gezhouba Group No 6 Engineering Co Ltd
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China Gezhouba Group No 6 Engineering Co Ltd
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Abstract

一种可收缩折叠式电梯井施工平台,包括操作平台、翻折平台,主梁与次梁连接形成框架结构,其上固定连接有钢板网,构成操作平台。主梁两端设有吊环、内套管,主梁两侧对称设有翻折平台,翻折平台通过合页与主梁连接,翻折平台能够伸展和折叠。本实用新型一种可收缩折叠式电梯井施工平台,有效的解决了房屋建筑工程电梯井施工时人员人身安全问题,施工平台提升及就位安装简单化、可操作性强,同一施工平台可适用于不同尺寸电梯井施工。

A retractable and foldable construction platform for an elevator shaft includes an operating platform and a folding platform. The main girder and the secondary girder are connected to form a frame structure, and steel nets are fixedly connected to it to form the operating platform. The two ends of the main beam are provided with suspension rings and inner sleeves, and the two sides of the main beam are symmetrically provided with a folding platform. The folding platform is connected with the main beam through a hinge, and the folding platform can be extended and folded. The utility model is a retractable and foldable elevator shaft construction platform, which effectively solves the personal safety problem of the personnel during the construction of the elevator shaft in the building construction project. Construction of elevator shafts of different sizes.

Description

一种可收缩折叠式电梯井施工平台A retractable and foldable elevator shaft construction platform

技术领域 technical field

本实用新型一种可收缩折叠式电梯井施工平台,涉及房屋建筑工程电梯井施工领域。 The utility model relates to a retractable and foldable elevator shaft construction platform, which relates to the field of elevator shaft construction in house construction engineering.

背景技术 Background technique

现房屋建筑工程电梯井施工技术中,电梯井施工平台主要采取钢管脚手架搭设斜撑式施工平台、或者采用型钢加工成整体定型化斜撑式施工平台。采用钢管搭设斜撑式施工平台,由于受力体系的安全完全靠钢管扣件及钢管的扰度决定,在施工荷载较大或施工荷载剧增瞬间容易造成扣件松裂破坏和钢管的弯曲失稳,施工存在较大安全隐患。且每提升一次施工平台时,需再次搭设斜杆并与剪力墙预埋连墙杆重复连接固定,施工较为繁琐。采用型钢加工成整体定性化斜撑式施工平台,由于型钢重量大,自身三角体系重量不平衡,整体向上吊装难度大,就位操作困难,另由于平台整体定型化及设计电梯井道的尺寸约束,一个平台仅适用于一种尺寸的电梯井道施工。 In the elevator shaft construction technology of existing housing construction projects, the construction platform of the elevator shaft mainly adopts steel pipe scaffolding to set up a diagonally braced construction platform, or adopts section steel to be processed into an integrally shaped diagonally braced construction platform. Steel pipes are used to set up the diagonally braced construction platform. Since the safety of the stress system is completely determined by the steel pipe fasteners and the disturbance of the steel pipes, when the construction load is large or the construction load increases sharply, it is easy to cause loose cracks and damage of the fasteners and bending failure of the steel pipes. The construction is stable, and there are great potential safety hazards in the construction. And every time the construction platform is lifted, it is necessary to set up the oblique rod again and repeatedly connect and fix it with the pre-embedded connecting wall rod of the shear wall, which makes the construction more cumbersome. The profiled steel is used to process the overall qualitative inclined bracing construction platform. Due to the heavy weight of the profiled steel and the unbalanced weight of the triangular system itself, it is difficult to lift the whole upward and the operation is difficult. In addition, due to the overall finalization of the platform and the size constraints of the designed elevator shaft, One platform is only suitable for one size of elevator shaft construction.

发明内容 Contents of the invention

为解决上述技术问题,本实用新型提供一种可收缩折叠式电梯井施工平台,有效的解决了房屋建筑工程电梯井施工时人员人身安全问题,施工平台提升及就位安装简单化,同一施工平台可适用于不同尺寸电梯井施工。该平台制作简单、操作简单、成本低、安全性能高、施工速度快、适用范围广。 In order to solve the above-mentioned technical problems, the utility model provides a retractable and foldable elevator shaft construction platform, which effectively solves the personal safety problem of the personnel during the construction of the elevator shaft in the building construction project, simplifies the lifting of the construction platform and the installation in place, and the same construction platform It is applicable to the construction of elevator shafts of different sizes. The platform is simple to manufacture, easy to operate, low in cost, high in safety performance, fast in construction speed and wide in application.

本实用新型所采用的技术方案是: The technical scheme adopted in the utility model is:

一种可收缩折叠式电梯井施工平台,包括操作平台、翻折平台,主梁与次梁连接形成框架结构,其上固定连接有钢板网,构成操作平台。主梁两端设有吊环、内套管,主梁两侧对称设有翻折平台,翻折平台通过合页与主梁连接,翻折平台能够伸展和折叠。 A retractable and foldable construction platform for an elevator shaft includes an operating platform and a folding platform. The main girder and the secondary girder are connected to form a frame structure, and steel nets are fixedly connected to it to form the operating platform. Both ends of the main girder are provided with suspension rings and inner sleeves, and both sides of the main girder are symmetrically provided with folding platforms, which are connected to the main beam through hinges, and the folding platforms can be extended and folded.

所述主梁的两端侧面设有吊环,主梁上设有定位钢管,主梁两端钻有水平螺栓孔。 Both ends of the main beam are provided with suspension rings, the main beam is provided with positioning steel pipes, and horizontal bolt holes are drilled at both ends of the main beam.

所述内套管为方钢管加工而成,内套管的截面尺寸小于主梁的截面尺寸,内套管能顺利套入主梁内自由伸缩,内套管钻有螺纹孔,所述螺纹孔与主梁的水平螺栓孔对应设置,内套管通过螺栓与主梁连接固定。 The inner sleeve is made of square steel pipe. The cross-sectional size of the inner sleeve is smaller than that of the main girder. The inner sleeve can be smoothly inserted into the main girder to expand and contract freely. The inner sleeve is drilled with a threaded hole. The threaded hole Corresponding to the horizontal bolt holes of the main beam, the inner casing is connected and fixed with the main beam through bolts.

所述次梁为槽钢加工而成,次梁与主梁焊接形成框架结构,焊接形式采用满焊连接。 The secondary beam is processed by channel steel, and the secondary beam is welded with the main beam to form a frame structure, and the welding form adopts full welding connection.

所述翻折平台为角钢加工制作而成,其上满铺钢板网,钢板网与角钢焊接固定。 The folding platform is made of angle steel, covered with steel mesh, and the steel mesh and angle steel are welded and fixed.

所述主梁为方钢管加工制作而成,主梁长度小于电梯井道宽度。 The main girder is made of square steel pipes, and the length of the main girder is smaller than the width of the elevator shaft.

本实用新型一种可收缩折叠式电梯井施工平台,有效的解决了房屋建筑工程电梯井施工时人员人身安全问题,施工平台提升及就位安装简单化、可操作性强,同一施工平台可适用于不同尺寸电梯井施工。该装置制作简单、操作简单、成本低、安全性能高、施工速度快、适用范围广。 The utility model is a retractable and foldable elevator shaft construction platform, which effectively solves the personal safety problem of the personnel during the construction of the elevator shaft in the building construction project. Construction for elevator shafts of different sizes. The device has the advantages of simple manufacture, simple operation, low cost, high safety performance, fast construction speed and wide application range.

附图说明 Description of drawings

图1为本实用新型的平面结构示意图。 Fig. 1 is a schematic diagram of the planar structure of the utility model.

图2为本实用新型主梁套接结构示意图。 Fig. 2 is a schematic diagram of the socket structure of the main girder of the present invention.

图3为本实用新型现场安装示意图。 Fig. 3 is a schematic diagram of on-site installation of the utility model.

具体实施方式 detailed description

如图1~图3所示,一种可收缩折叠式电梯井施工平台,包括主梁1、次梁2、翻折平台4。所述主梁1与次梁2焊接形成框架结构,其上焊接钢板网10形成操作平台3,主梁1两端设有吊环6及内套管5,主梁1两侧对称设有翻折平台4,翻折平台4采用合页8与主梁1连接。翻折平台4可伸展和折叠,折叠后利于施工平台在电梯井道内整体吊装及安装施工。 As shown in FIGS. 1 to 3 , a retractable and foldable elevator shaft construction platform includes a main beam 1 , a secondary beam 2 , and a folding platform 4 . The main girder 1 and the secondary girder 2 are welded to form a frame structure, on which the expanded metal mesh 10 is welded to form an operating platform 3, and the two ends of the main girder 1 are provided with lifting rings 6 and inner sleeves 5, and the two sides of the main girder 1 are symmetrically provided with folding The platform 4 and the folding platform 4 are connected with the main beam 1 by hinges 8 . The folding platform 4 can be stretched and folded, and after being folded, it is beneficial to the overall hoisting and installation of the construction platform in the elevator shaft.

所述主梁1为200×200×2.5mm方钢管加工制作,主梁1长度小于电梯井道宽度,主梁1两端侧面设有吊环6,主梁1上设有定位钢管7,主梁两端钻有水平螺栓孔9。 The main beam 1 is made of 200×200×2.5mm square steel pipe, the length of the main beam 1 is less than the width of the elevator shaft, the two ends of the main beam 1 are provided with lifting rings 6, the main beam 1 is provided with a positioning steel pipe 7, and the two sides of the main beam The end is drilled with horizontal bolt holes 9.

所述内套管5为140×140×2.5mm方钢管加工制作,内套管5截面尺寸小于主梁1截面尺寸,内套管5可顺利套入主梁1内自由收缩,内套管5一端钻有螺纹孔,所述螺纹孔与主梁1的钻孔对应设置,通过螺栓11将其与主梁1连接固定,螺栓11使用不少于两个。 The inner sleeve 5 is made of 140×140×2.5mm square steel pipe. The cross-sectional size of the inner sleeve 5 is smaller than the cross-sectional size of the main beam 1. The inner sleeve 5 can be smoothly inserted into the main beam 1 and shrinks freely. The inner sleeve 5 One end is drilled with a threaded hole, and the threaded hole is set correspondingly to the drilled hole of the main beam 1, and is connected and fixed with the main beam 1 by bolts 11, and no less than two bolts 11 are used.

所述次梁2为8#槽钢加工制作,与主梁1焊接形成框架,焊接形式采用满焊连接。 The secondary beam 2 is made of 8# channel steel, and is welded with the main beam 1 to form a frame, and the welding form adopts full welding connection.

所述操作平台3为主梁1与次梁2焊接形成的框架,其上满铺钢板网10后形成操作平台3,钢板网10与主梁1、次梁2焊接固定。 The operating platform 3 is a frame formed by welding the main girder 1 and the secondary girder 2, on which the expanded metal mesh 10 is covered to form the operating platform 3, and the expanded metal mesh 10 is welded and fixed to the main girder 1 and the secondary girder 2.

所述翻折平台4为∠50×50×3mm角钢加工制作,其上满铺钢板网,钢板网与角钢焊接固定,翻折平台4采用合页8与主梁1焊接固定。 The folding platform 4 is made of ∠50×50×3 mm angle steel, covered with steel mesh, and the steel mesh and angle steel are welded and fixed, and the folding platform 4 is fixed by welding the hinge 8 and the main beam 1.

实施步骤: Implementation steps:

1)、采用钢丝绳与施工平台主梁1两端吊环6扣紧,通过电梯井顶部提升装置将施工平台整体吊入电梯井道内。 1) Use steel wire ropes to fasten the rings 6 at both ends of the main beam 1 of the construction platform, and lift the construction platform as a whole into the elevator shaft through the hoisting device at the top of the elevator shaft.

2)、将主梁1两端与电梯井壁剪力墙预留孔洞对准,施工人员将内套管5安装就位并延伸至剪力墙预留孔洞内,人工轻微水平移动施工平台,将主梁1套入内套管5内,并通过主梁1、内套管5上预先设置的螺栓孔9采用螺栓11将二者连接固定,内套管5外端头距主梁1端头50cm,内套管5套入主梁1长度为25cm,降低吊钩,将施工平台与楼面接触,采用木楔将内套管5与剪力墙预留孔洞间的空隙进行紧楔。 2) Align the two ends of the main beam 1 with the reserved holes in the shear wall of the elevator shaft, the construction personnel install the inner casing 5 in place and extend it into the reserved holes in the shear wall, and manually move the construction platform slightly horizontally. Put the main beam 1 into the inner casing 5, and connect and fix them with bolts 11 through the bolt holes 9 preset on the main beam 1 and the inner casing 5. The distance between the outer end of the inner casing 5 and the end of the main beam 1 is 50cm, the inner casing 5 is inserted into the main beam 1 with a length of 25cm, lower the hook, bring the construction platform into contact with the floor, and use wooden wedges to tighten the gap between the inner casing 5 and the reserved hole in the shear wall.

3)、施工平台固定后,将翻折平台4向外翻折平铺,在施工平台上搭设钢管操作架,将钢管操作架四根立杆插入主梁1上方设置的定位钢管7中,操作架步距不超过1.5m,操作架相应位置设置工作平台供上层钢筋和模板工人使用。 3) After the construction platform is fixed, turn the folding platform 4 outwards and lay it flat, set up a steel pipe operation frame on the construction platform, insert the four vertical rods of the steel pipe operation frame into the positioning steel pipe 7 set above the main beam 1, and the operation frame The step distance shall not exceed 1.5m, and a working platform shall be set at the corresponding position of the operating frame for the use of upper reinforcement and formwork workers.

4)、电梯井结构施工完成后,将操作平台3上杂物清理干净,将钢丝绳与施工平台主梁1上吊环6紧扣,收起两侧翻折平台4,拆除内套管5上的固定木楔及高强螺栓11,将四根内套管5推入主梁1中并锁上螺栓11,防止内套管墙外滑移,借助电梯井顶部提升装置向上整体提升施工平台至上一结构层施工位置,重复安装步骤即可。 4) After the construction of the elevator shaft structure is completed, clean up the sundries on the operation platform 3, fasten the steel wire rope with the lifting ring 6 on the main beam 1 of the construction platform, fold the platform 4 on both sides, and remove the inner casing 5. Fix the wooden wedges and high-strength bolts 11, push the four inner sleeves 5 into the main beam 1 and lock the bolts 11 to prevent the inner sleeves from slipping outside the wall, and use the lifting device on the top of the elevator shaft to lift the construction platform upwards to the previous structure Layer construction position, repeat the installation steps.

Claims (6)

1.一种可收缩折叠式电梯井施工平台,包括操作平台(3)、翻折平台(4),其特征在于,主梁(1)与次梁(2)连接形成框架结构,其上固定连接有钢板网(10),构成操作平台(3);主梁(1)两端设有吊环(6)、内套管(5),主梁(1)两侧对称设有翻折平台(4),翻折平台(4)通过合页(8)与主梁(1)连接,翻折平台(4)能够伸展和折叠。 1. A retractable and foldable elevator shaft construction platform, including an operating platform (3) and a folding platform (4), characterized in that the main beam (1) and the secondary beam (2) are connected to form a frame structure, on which the An expanded metal mesh (10) is connected to form an operating platform (3); rings (6) and inner casings (5) are provided at both ends of the main beam (1), and folding platforms ( 4), the turning platform (4) is connected with the main beam (1) through the hinge (8), and the turning platform (4) can be stretched and folded. 2.根据权利要求1所述一种可收缩折叠式电梯井施工平台,其特征在于,所述主梁(1)的两端侧面设有吊环(6),主梁(1)上设有定位钢管(7),主梁(1)两端钻有水平螺栓孔(9)。 2. A retractable and foldable elevator shaft construction platform according to claim 1, characterized in that suspension rings (6) are provided on both ends of the main beam (1), and positioning rings (6) are provided on the main beam (1). The steel pipe (7), the two ends of the main beam (1) are drilled with horizontal bolt holes (9). 3.根据权利要求1所述一种可收缩折叠式电梯井施工平台,其特征在于,所述内套管(5)为方钢管加工而成,内套管(5)的截面尺寸小于主梁(1)的截面尺寸,内套管(5)能顺利套入主梁(1)内自由伸缩,内套管(5)钻有螺纹孔,所述螺纹孔与主梁(1)的水平螺栓孔(9)对应设置,内套管(5)通过螺栓(11)与主梁(1)连接固定。 3. A retractable and foldable elevator shaft construction platform according to claim 1, characterized in that the inner sleeve (5) is processed from a square steel pipe, and the cross-sectional size of the inner sleeve (5) is smaller than that of the main beam (1), the inner casing (5) can be smoothly inserted into the main beam (1) to expand and contract freely, and the inner casing (5) is drilled with threaded holes, and the threaded holes are connected with the horizontal bolts of the main beam (1) The holes (9) are arranged correspondingly, and the inner casing (5) is connected and fixed with the main beam (1) through bolts (11). 4.根据权利要求1所述一种可收缩折叠式电梯井施工平台,其特征在于,所述次梁(2)为槽钢加工而成,次梁(2)与主梁(1)焊接形成框架结构,焊接形式采用满焊连接。 4. A retractable and foldable elevator shaft construction platform according to claim 1, characterized in that the secondary beam (2) is processed from channel steel, and the secondary beam (2) is welded to the main beam (1) Frame structure, welding form adopts full welding connection. 5.根据权利要求1所述一种可收缩折叠式电梯井施工平台,其特征在于,所述翻折平台(4)为角钢加工制作而成,其上满铺钢板网,钢板网与角钢焊接固定。 5. A retractable and foldable elevator shaft construction platform according to claim 1, characterized in that, the folding platform (4) is made of angle steel, covered with steel mesh, and the steel mesh is welded to the angle steel fixed. 6.根据权利要求1或2或3或4所述一种可收缩折叠式电梯井施工平台,其特征在于,所述主梁(1)为方钢管加工制作而成,主梁(1)长度小于电梯井道宽度。 6. A retractable and foldable elevator shaft construction platform according to claim 1, 2, 3 or 4, characterized in that the main beam (1) is made of square steel pipes, and the length of the main beam (1) is Less than the width of the elevator shaft.
CN201520925033.7U 2015-11-19 2015-11-19 Collapsible foldable elevartor shaft construction platform Expired - Fee Related CN205224567U (en)

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CN115653274A (en) * 2022-11-11 2023-01-31 中国建筑第八工程局有限公司 Staircase skip layer construction platform for high-rise tube plate integrated construction process
CN115897981A (en) * 2022-12-28 2023-04-04 中交一公局集团有限公司 Can have enough to meet need elevator well construction platform

Cited By (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105952129A (en) * 2016-06-20 2016-09-21 中国建筑第二工程局有限公司 Elevator shaft combined type integral lifting operation platform and construction method thereof
CN105952129B (en) * 2016-06-20 2018-09-28 中国建筑第二工程局有限公司 Elevator shaft combined type integral lifting operation platform and construction method thereof
TWI612004B (en) * 2016-09-23 2018-01-21 Wan Chang Yi Elevator shaft working platform
CN106760466A (en) * 2016-11-21 2017-05-31 成都建筑工程集团总公司 Pylon multilayer lifting linkage construction method at light shaft
CN106760466B (en) * 2016-11-21 2019-02-05 成都建工集团有限公司 Pylon multilayer lifts linkage construction method at light shaft
TWI623483B (en) * 2017-07-12 2018-05-11 Wan Chang Yi Elevator shaft working platform
CN107587707A (en) * 2017-08-31 2018-01-16 中建钢构有限公司 Operating platform may be reversed
CN108756194A (en) * 2018-08-03 2018-11-06 宁波赛威电梯设备有限公司 A kind of telescopic scaffold and its method for installing elevator shaft frame
CN111321879A (en) * 2020-04-01 2020-06-23 浙江中天恒筑钢构有限公司 Adjustable super high-rise steel structure construction operation platform and construction method thereof
CN112878655A (en) * 2021-03-26 2021-06-01 中天建设集团有限公司 Shaping integral lifting type operation platform for light production well and construction method thereof
CN115653274A (en) * 2022-11-11 2023-01-31 中国建筑第八工程局有限公司 Staircase skip layer construction platform for high-rise tube plate integrated construction process
CN115897981A (en) * 2022-12-28 2023-04-04 中交一公局集团有限公司 Can have enough to meet need elevator well construction platform

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