CN103470057B - A kind of high-altitude component hoisting construction method - Google Patents

A kind of high-altitude component hoisting construction method Download PDF

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CN103470057B
CN103470057B CN201310370998.XA CN201310370998A CN103470057B CN 103470057 B CN103470057 B CN 103470057B CN 201310370998 A CN201310370998 A CN 201310370998A CN 103470057 B CN103470057 B CN 103470057B
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component
hoisting
lifted
lifting
gan
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CN103470057A (en
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李丰纯
陆伟
胡学武
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Anhui Honglu Steel Structure Group Co Ltd
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Anhui Honglu Steel Structure Group Co Ltd
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Abstract

本发明公开了一种高空构件起吊施工方法,包括有以下步骤:a、采用带有吊装横梁的三角钢架与活动底盘的钢架进行固定连接,吊装横梁上安装有手动葫芦,通过手动葫芦钢索固定待起吊构件,通过三角钢架的移动和手动葫芦提升安装、就位构件,形成起吊设备为巴干吊;本发明简便实用,既不需要保留原垂直运输设备,又提高施工人员操作的安全性,在一定程度上降低了工人劳动强度,有效的提高了构件吊装的效率,且提高了起吊设备周转次数。

The invention discloses a construction method for hoisting high-altitude components, which includes the following steps: a. A triangular steel frame with a hoisting beam is fixedly connected to a steel frame of a movable chassis, a manual hoist is installed on the hoisting beam, Fix the components to be hoisted by cables, and install and place components through the movement of the triangular steel frame and the lifting of the manual hoist to form the hoisting equipment as a Bagan hoist; the invention is simple and practical, does not need to retain the original vertical transportation equipment, and improves the operating efficiency of the construction personnel. Safety, to a certain extent, reduces the labor intensity of workers, effectively improves the efficiency of component hoisting, and increases the turnover times of hoisting equipment.

Description

一种高空构件起吊施工方法A kind of high-altitude component hoisting construction method

技术领域 technical field

本发明涉及一种新型的高空构件起吊施工方法,更具体地说是一种应用在高层建筑工程中无法利用垂直设备进行构件吊装安装时,采用的一种建议可行的构件吊装工程中,方便构件起吊与就位安装的施工方法。 The invention relates to a new type of high-altitude component hoisting construction method, more specifically, a kind of suggested and feasible component hoisting project used in high-rise building projects when vertical equipment cannot be used for component hoisting and installation. Construction method of lifting and installation in place.

背景技术 Background technique

随着现代施工技术的发展高层建筑越来越多,高空构件吊装施工设计越来越多,钢结构施工优越性也越来越重要,因施工一般原结构施工用的垂直运输设备如塔吊已拆除,在高空中安装怎样使钢构件的施工操作更安全,便捷,且效率更高,成为采光顶施工的一项重要内容。 With the development of modern construction technology, there are more and more high-rise buildings, and there are more and more construction designs for hoisting high-altitude components, and the superiority of steel structure construction is becoming more and more important. Because the vertical transportation equipment used in the construction of the original structure, such as the tower crane, has been removed How to make the construction operation of steel components safer, more convenient and more efficient when installed in the sky has become an important part of the construction of the skylight.

现有的施工技术:需要利用原结构施工中的垂直运输设备如塔吊,若已拆除后期施工一般无法进行,因采光顶施工工程一般不是太大,如果为保证采光顶钢构施工将原垂直运输设备保留将增加大量施工成本。 Existing construction technology: It is necessary to use the vertical transportation equipment in the construction of the original structure, such as tower cranes. If it has been dismantled, the later construction cannot be carried out, because the construction project of the skylight is generally not too large. If the original vertical transportation equipment is used to ensure the steel structure construction of the skylight Equipment retention will add significant construction costs.

发明内容 Contents of the invention

本发明是为避免上述现有技术所存在的不足之处,提供一种新型的高空构件起吊施工方法,以便于高空情况下的构件吊装作业,提高操作安全性,降低劳动强度,有效提高吊装的工作效率,且起吊设备皆可循环利用。 The present invention provides a new type of high-altitude component lifting construction method in order to avoid the shortcomings of the above-mentioned prior art, so as to facilitate component hoisting operations in high-altitude conditions, improve operational safety, reduce labor intensity, and effectively improve hoisting efficiency. The work efficiency is high, and the lifting equipment can be recycled.

本发明解决技术问题采用如下技术方案: The present invention solves technical problem and adopts following technical scheme:

一种高空构件起吊施工方法,包括有以下步骤: A construction method for hoisting high-altitude components, comprising the following steps:

a、采用带有吊装横梁的三角钢架与活动底盘的钢架进行固定连接,吊装横梁上安装有手动葫芦,通过手动葫芦钢索固定待起吊构件,通过三角钢架的移动和手动葫芦提升安装、就位构件,形成起吊设备为巴干吊; a. The triangular steel frame with the hoisting beam is fixedly connected with the steel frame of the movable chassis. A manual hoist is installed on the hoisting beam, and the components to be hoisted are fixed by the manual hoist cable, and the installation is carried out through the movement of the triangular steel frame and the manual hoist. , The components in place form the lifting equipment as Bagan crane;

b、将巴干吊移动到要起吊构件一端,再根据待起吊构件的重量对巴干吊进行配重调整形成稳定起吊体系; b. Move the dry crane to one end of the component to be lifted, and then adjust the counterweight of the dry crane according to the weight of the component to be lifted to form a stable lifting system;

c、起吊构件时,将待起吊构件两端分别固定于两个不同巴干吊的手动葫芦钢索上并保持吊点处于同一高度,通过人力移动巴干吊将起吊构件运到安装地点; c. When lifting the components, fix the two ends of the components to be lifted on the manual hoist cables of two different cranes and keep the lifting points at the same height, and move the lifting components to the installation site by manually moving the cranes;

d、构件吊运到指定地点后,首先将起吊构件与已安装构件进行对接后焊接或螺栓连接,待起吊构件临时固定点的受力能满足构件自身受力时落钩。 d. After the component is hoisted to the designated place, the lifting component is first connected with the installed component by welding or bolting, and the hook is dropped when the force of the temporary fixing point of the lifting component can meet the force of the component itself.

所述的活动底盘带有滚轮。 The movable chassis has rollers.

与现有技术相比,本发明的有益效果如下: Compared with the prior art, the beneficial effects of the present invention are as follows:

1、自制起吊设备,可周转使用,且便于起吊构件起吊和就位; 1. Self-made lifting equipment, which can be used repeatedly, and is convenient for lifting and positioning of lifting components;

2、起吊设备的施工操作方式,可在高空中无法利用原垂直运输设备或现有起吊设备使用,制作简易、成本低廉并通过安装可移动轮子使其起吊范围变大以便满足施工需要。 2. The construction operation method of the lifting equipment can be used at high altitudes where the original vertical transportation equipment or existing lifting equipment cannot be used. It is simple to manufacture and low in cost. The lifting range is enlarged by installing movable wheels to meet the construction needs.

本发明简便实用,既不需要保留原垂直运输设备,又提高施工人员操作的安全性,在一定程度上降低了工人劳动强度,有效的提高了构件吊装的效率,且提高了起吊设备周转次数。 The invention is simple and practical, does not need to retain the original vertical transport equipment, improves the safety of construction personnel, reduces the labor intensity of workers to a certain extent, effectively improves the efficiency of component hoisting, and increases the turnover times of hoisting equipment.

附图说明 Description of drawings

图1为巴干吊安装示意图。 Figure 1 is a schematic diagram of the installation of the Bargan Crane.

具体实施方式 detailed description

一种高空构件起吊施工方法,包括有以下步骤: A construction method for hoisting high-altitude components, comprising the following steps:

a、采用带有吊装横梁的三角钢架1与活动底盘2的钢架进行固定连接,活动底盘2带有滚轮,吊装横梁3上安装有手动葫芦4,通过手动葫芦4钢索固定待起吊构件5,通过三角钢架1的移动和手动葫芦4提升安装、就位构件,形成起吊设备为巴干吊; a. The triangular steel frame 1 with the hoisting beam is fixedly connected with the steel frame of the movable chassis 2. The movable chassis 2 has rollers, and a manual hoist 4 is installed on the hoisting beam 3, and the components to be hoisted are fixed by the manual hoist 4 steel cable 5. Through the movement of the triangle steel frame 1 and the lifting of the manual hoist 4 to install and place the components, the lifting equipment is formed as a Bagan crane;

b、将巴干吊移动到要起吊构件一端,再根据待起吊构件的重量对巴干吊进行配重调整形成稳定起吊体系; b. Move the dry crane to the end of the component to be lifted, and then adjust the counterweight of the dry crane according to the weight of the component to be lifted to form a stable lifting system;

c、起吊构件时,将待起吊构件两端分别固定于两个不同巴干吊的手动葫芦钢索上并保持吊点处于同一高度,通过人力移动巴干吊将起吊构件运到安装地点; c. When lifting the components, fix the two ends of the components to be lifted on the manual hoist cables of two different cranes and keep the lifting points at the same height, and move the lifting components to the installation site by manually moving the cranes;

d、构件吊运到指定地点后,首先将起吊构件与已安装构件进行对接后焊接或螺栓连接,待起吊构件临时固定点的受力能满足构件自身受力时落钩。 d. After the component is hoisted to the designated place, the lifting component is first connected with the installed component by welding or bolting, and the hook is dropped when the force of the temporary fixing point of the lifting component can meet the force of the component itself.

Claims (2)

1. a high-altitude component hoisting construction method, is characterized in that, include following steps:
A, adopt the triangle steelframe with lifting cross beam to be fixed with the steelframe of movable tray to be connected, lifting cross beam is provided with bottle gouard moved by hands, manually cucurbit cable wire fixes component to be lifted, by movement and bottle gouard moved by hands erection & lift, the component in place of triangle steelframe, forming lifting appliance is that Ba Gan hangs;
B, Ba Gan hung to move to and wants hoisting component one end, then according to the weight of component to be lifted, the adjustment of row counterweight is lifted up into Ba Gan and formed and stablize lifting system;
When c, hoisting component, component two ends to be lifted to be individually fixed on bottle gouard moved by hands cable wire that two different Ba Gan hang and to keep suspension centre to be in sustained height, being hung by manpower movement Ba Gan and hoisting component is transported to infield;
After d, component handling to appointed place, first hoisting component and installation component are carried out docking rear welding or bolt is connected, the temporary fixed point of component to be lifted stressed can meet component self stressed time off the hook.
2. a kind of high-altitude according to claim 1 component hoisting construction method, is characterized in that: described movable tray is with roller.
CN201310370998.XA 2013-08-22 2013-08-22 A kind of high-altitude component hoisting construction method Active CN103470057B (en)

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Publication number Priority date Publication date Assignee Title
CN110790118A (en) * 2018-08-03 2020-02-14 淮安市淮宁钢结构有限公司 High-altitude component hoisting construction method
CN113072008B (en) * 2021-04-21 2022-06-03 涡阳县新源泡沫夹心板有限公司 Hoisting device for steel structure installation
CN117513764B (en) * 2024-01-08 2024-04-12 北京建工集团有限责任公司 Sliding method with installation position lower than sliding rail

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201506692U (en) * 2009-08-10 2010-06-16 中建三局建设工程股份有限公司 Roofing steel structure simple lifting device and installation structure thereof
CN102383613A (en) * 2011-11-11 2012-03-21 天津电力工程监理有限公司 Hoisting construction method for steel roof truss of main power house of power plant and special hoisting device
CN202194393U (en) * 2011-07-16 2012-04-18 安徽鸿路钢结构(集团)股份有限公司 Triangular hoisting structure for steel frame pavement

Family Cites Families (1)

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Publication number Priority date Publication date Assignee Title
JP3607651B2 (en) * 2001-09-07 2005-01-05 綜建産業株式会社 Column steel frame construction equipment

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201506692U (en) * 2009-08-10 2010-06-16 中建三局建设工程股份有限公司 Roofing steel structure simple lifting device and installation structure thereof
CN202194393U (en) * 2011-07-16 2012-04-18 安徽鸿路钢结构(集团)股份有限公司 Triangular hoisting structure for steel frame pavement
CN102383613A (en) * 2011-11-11 2012-03-21 天津电力工程监理有限公司 Hoisting construction method for steel roof truss of main power house of power plant and special hoisting device

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