CN208039864U - The attached lift-type discharging platform of Guiding Support Elevating Scaffold - Google Patents

The attached lift-type discharging platform of Guiding Support Elevating Scaffold Download PDF

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Publication number
CN208039864U
CN208039864U CN201820347498.2U CN201820347498U CN208039864U CN 208039864 U CN208039864 U CN 208039864U CN 201820347498 U CN201820347498 U CN 201820347498U CN 208039864 U CN208039864 U CN 208039864U
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China
Prior art keywords
pouring frame
guide seat
rise building
guiding support
support elevating
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Expired - Fee Related
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CN201820347498.2U
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Chinese (zh)
Inventor
王国良
尚卫东
丁润民
史志德
白峰
胡建国
胡哲
刘蛟
张建生
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Shanxi Hongsha Construction Engineering Third Co ltd
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Shanxi Hongsha Construction Engineering Third Co ltd
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Expired - Fee Related legal-status Critical Current
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  • Movable Scaffolding (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

本实用新型公开了一种导座式升降脚手架附升式卸料平台,解决了现有的悬挑式卸料平台结构不合理和容易发生安全事故的问题。包括高层建筑浇筑框架楼板(1),在高层建筑浇筑框架楼板(1)的外侧设置有导座式升降脚手架(2),在高层建筑浇筑框架楼板(1)上固定设置有连接底梁(3),连接底梁(3)的外侧端通过连接板(4)与悬挑梁(5)的内侧端固定连接在一起,在悬挑梁(5)上间隔地设置有吊环(6),在吊环(6)与导座式升降脚手架(2)的立柱之间设置有斜拉钢丝绳(7),在悬挑梁(5)上设置有卸料工作台(8),在卸料工作台(8)上设置有围栏(9)。本实用新型安全系数高,施工使用方便快捷,经济耐用。

The utility model discloses a guide seat type lifting scaffold with a lifting type unloading platform, which solves the problems that the structure of the existing cantilever type unloading platform is unreasonable and safety accidents are easy to occur. Including high-rise building pouring frame slabs (1), guide seat type lifting scaffolding (2) is arranged on the outer side of high-rise building pouring frame slabs (1), and connecting bottom beams (3) are fixedly arranged on high-rise building pouring frame slabs (1) ), the outer end of the connecting bottom beam (3) is fixedly connected with the inner end of the cantilever beam (5) through the connecting plate (4), and suspension rings (6) are arranged at intervals on the cantilever beam (5). A cable-stayed steel wire rope (7) is arranged between the suspension ring (6) and the column of the guide seat type lifting scaffold (2), and a discharge table (8) is provided on the cantilever beam (5). 8) A fence (9) is arranged on it. The utility model has the advantages of high safety factor, convenient construction and use, economical and durable.

Description

导座式升降脚手架附升式卸料平台Guide seat lifting scaffold with lifting unloading platform

技术领域technical field

本实用新型涉及一种卸料平台,特别涉及一种对高层建筑剪力墙进行施工时采用的一种卸料平台。The utility model relates to an unloading platform, in particular to an unloading platform used in the construction of high-rise building shear walls.

背景技术Background technique

随着高层建筑和大型构筑物的逐渐增多,高层建筑剪力墙结构的采用,也越来越普遍。在施工高层建筑剪力墙时,需要在构筑物的框架上设置卸料平台,以完成建筑物料的传送。目前,普遍采用的卸料平台为型钢悬挑卸料平台,这种结构的卸料平台要求每施工完一层高层建筑的框架,就需要塔吊配合人工对卸料平台重新再装配一次,由于在高层建筑的框架每层周圈一般设置有2-3个卸料平台,需要频繁塔吊配合吊装安装,存在安装工序繁琐,现场操作困难和费时又费工的问题。With the gradual increase of high-rise buildings and large structures, the adoption of high-rise building shear wall structures is becoming more and more common. When constructing high-rise building shear walls, it is necessary to set a discharge platform on the frame of the structure to complete the transfer of building materials. At present, the commonly used unloading platform is a section steel cantilevered unloading platform. The unloading platform of this structure requires tower cranes to cooperate with manual reassembly of the unloading platform every time the frame of a high-rise building is constructed. There are generally 2-3 unloading platforms on each floor of the frame of a high-rise building, which require frequent tower cranes for hoisting and installation.

发明内容Contents of the invention

本实用新型提供了一种导座式升降脚手架附升式卸料平台,解决了现有的悬挑式卸料平台结构不合理和安装工序繁琐及现场操作困难的技术问题。The utility model provides a lifting unloading platform attached to a guide seat type lifting scaffold, which solves the technical problems of unreasonable structure, cumbersome installation process and difficult on-site operation of the existing cantilevered unloading platform.

本实用新型是通过以下技术方案解决以上技术问题的:The utility model solves the above technical problems through the following technical solutions:

一种导座式升降脚手架附升式卸料平台,包括高层建筑浇筑框架楼板,在高层建筑浇筑框架楼板的外侧设置有导座式升降脚手架,在高层建筑浇筑框架楼板上固定设置有连接底梁,连接底梁的外侧端通过连接板与悬挑梁的内侧端固定连接在一起,在悬挑梁上间隔地设置有吊环,在吊环与导座式升降脚手架的立柱之间设置有斜拉钢丝绳,在悬挑梁上设置有卸料工作台,在卸料工作台上设置有围栏。A guide seat-type lifting scaffold with a lift-type unloading platform, including a high-rise building pouring frame floor, a guide seat-type lifting scaffold is arranged on the outside of the high-rise building pouring frame floor, and a connecting bottom beam is fixedly arranged on the high-rise building pouring frame floor , the outer end of the connecting bottom beam is fixedly connected with the inner end of the cantilever beam through the connecting plate, rings are arranged at intervals on the cantilever beam, and cable-stayed wire ropes are arranged between the rings and the column of the guide seat type lifting scaffold , an unloading table is arranged on the cantilever beam, and a fence is arranged on the unloading table.

在卸料工作台上铺设有胶木板,在吊环与高层建筑浇筑框架之间设置有加强斜拉钢丝绳。Bakelite boards are laid on the unloading workbench, and reinforced cable-stayed steel wire ropes are arranged between the suspension ring and the pouring frame of the high-rise building.

本实用新型安全系数高,施工使用方便快捷,经济耐用。The utility model has the advantages of high safety factor, convenient construction and use, economical and durable.

附图说明Description of drawings

图1是本实用新型的结构示意图;Fig. 1 is a structural representation of the utility model;

图2是本实用新型的连接底梁3与悬挑梁5的连接示意图。Fig. 2 is a schematic diagram of the connection between the bottom beam 3 and the cantilever beam 5 of the present invention.

具体实施方式Detailed ways

下面结合附图对本实用新型进行详细说明:Below in conjunction with accompanying drawing, the utility model is described in detail:

一种导座式升降脚手架附升式卸料平台,包括高层建筑浇筑框架楼板1,在高层建筑浇筑框架楼板1的外侧设置有导座式升降脚手架2,在高层建筑浇筑框架楼板1上固定设置有连接底梁3,连接底梁3的外侧端通过连接板4与悬挑梁5的内侧端固定连接在一起,在悬挑梁5上间隔地设置有吊环6,在吊环6与导座式升降脚手架2的立柱之间设置有斜拉钢丝绳7,在悬挑梁5上设置有卸料工作台8,在卸料工作台8上设置有围栏9。A guide seat-type lifting scaffold with a lift-type unloading platform, including a high-rise building pouring frame floor 1, a guide seat-type lifting scaffold 2 is arranged on the outside of the high-rise building pouring frame floor 1, and is fixedly installed on the high-rise building pouring frame floor 1 There is a connecting bottom beam 3, the outer end of the connecting bottom beam 3 is fixedly connected with the inner end of the cantilever beam 5 through the connecting plate 4, and suspension rings 6 are arranged at intervals on the cantilever beam 5, and the suspension ring 6 and the guide seat type A cable-stayed wire rope 7 is arranged between the columns of the lifting scaffold 2 , a discharge workbench 8 is arranged on the cantilever beam 5 , and a fence 9 is arranged on the discharge workbench 8 .

在卸料工作台8上铺设有胶木板,在吊环6与高层建筑浇筑框架之间设置有加强斜拉钢丝绳10。为保证卸料平台的安全可靠及正常适用,卸料平台允许负荷的施工荷载不大于10000牛,堆放高度不大于1米。Bakelite boards are laid on the unloading workbench 8, and reinforced cable-stayed steel wire ropes 10 are arranged between the suspension ring 6 and the pouring frame of the high-rise building. In order to ensure the safety, reliability and normal application of the unloading platform, the allowable construction load of the unloading platform is not more than 10,000 N, and the stacking height is not more than 1 meter.

本实用新型的安装过程为:用钢丝绳四点固定平台后将其吊运,吊至位置后先用钢丝绳与导座式升降脚手架2连接,将连接底梁3的外侧端通过连接板4与悬挑梁5的内侧端固定连接在一起,连接完后方可解除塔吊钢绳;为了加强安全系数,在吊环6与高层建筑浇筑框架之间设置加强斜拉钢丝绳10。当施工下一层剪力墙时,将连接板4卸掉,使整个卸料平台随导座式升降脚手架2上升到下一楼层位置,然后再将下一楼层上的连接底梁3的外侧端通过连接板4与悬挑梁5的内侧端固定连接在一起即可。The installation process of the utility model is as follows: fix the platform at four points with a steel wire rope and lift it, and after hoisting it to the position, connect it with the guide seat type lifting scaffold 2 with a steel wire rope, and connect the outer end of the bottom beam 3 with the suspension through the connecting plate 4. The inboard ends of the cantilever beams 5 are fixedly connected together, and the tower crane steel ropes can be released after the connections are completed; in order to enhance the safety factor, a reinforced cable-stayed steel wire rope 10 is set between the suspension ring 6 and the pouring frame of the high-rise building. When constructing the next layer of shear wall, the connecting plate 4 is removed, so that the whole unloading platform rises to the position of the next floor with the guide seat type lifting scaffold 2, and then the outer side of the connecting bottom beam 3 on the next floor is The ends are fixedly connected together with the inner end of the cantilever beam 5 through the connecting plate 4.

Claims (2)

1. a kind of attached lift-type discharging platform of Guiding Support Elevating Scaffold, including skyscraper pouring frame floor(1), built in high level Build pouring frame floor(1)Outside be provided with Guiding Support Elevating Scaffold(2), in skyscraper pouring frame floor(1)On It is fixedly installed connection bottom girder(3), which is characterized in that connection bottom girder(3)Outboard end pass through connecting plate(4)With Cantilever Beams(5) Inner end be fixed together, in Cantilever Beams(5)On be positioned apart from hanging ring(6), in hanging ring(6)It is lifted with guide seat type Scaffold(2)Column between be provided with oblique pull steel wire rope(7), in Cantilever Beams(5)On be provided with unloading work platform(8), unloading Expect workbench(8)On be provided with fence(9).
2. the attached lift-type discharging platform of a kind of Guiding Support Elevating Scaffold according to claim 1, which is characterized in that in discharging Workbench(8)On be equipped with bakelite plate, in hanging ring(6)It is provided between skyscraper pouring frame and reinforces oblique pull steel wire rope (10).
CN201820347498.2U 2018-03-14 2018-03-14 The attached lift-type discharging platform of Guiding Support Elevating Scaffold Expired - Fee Related CN208039864U (en)

Priority Applications (1)

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CN201820347498.2U CN208039864U (en) 2018-03-14 2018-03-14 The attached lift-type discharging platform of Guiding Support Elevating Scaffold

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502227A (en) * 2020-04-30 2020-08-07 江苏中南建筑产业集团有限责任公司 Operating platform and construction method for building peripheral constructional column construction
CN114482515A (en) * 2022-01-10 2022-05-13 中国建筑第八工程局有限公司 Comprehensive attachment device for nonstandard super high floors of super high-rise building

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111502227A (en) * 2020-04-30 2020-08-07 江苏中南建筑产业集团有限责任公司 Operating platform and construction method for building peripheral constructional column construction
CN114482515A (en) * 2022-01-10 2022-05-13 中国建筑第八工程局有限公司 Comprehensive attachment device for nonstandard super high floors of super high-rise building

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Granted publication date: 20181102

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