CN111980393A - Construction method for ceiling installation of high-altitude special-shaped overhanging structure - Google Patents
Construction method for ceiling installation of high-altitude special-shaped overhanging structure Download PDFInfo
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- CN111980393A CN111980393A CN202010897255.8A CN202010897255A CN111980393A CN 111980393 A CN111980393 A CN 111980393A CN 202010897255 A CN202010897255 A CN 202010897255A CN 111980393 A CN111980393 A CN 111980393A
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- ceiling
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- electric hoist
- hanging basket
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3204—Safety or protective measures for persons during the construction of buildings against falling down
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- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Emergency Lowering Means (AREA)
Abstract
本发明涉及建筑施工领域,尤其是一种用于高空异形挑檐结构吊顶安装的施工方法,确定轨道的安装位置以及吊篮的尺寸,并将工字钢轨道安装在挑檐结构下方;在工字钢轨道上安装电动葫芦,通过电动葫芦将吊装吊篮;调节电动葫芦,使吊篮达到吊顶安装高度及安装位置;施工人员身上穿戴防坠器,并将防坠器安装在建筑的主体钢结构上;开始进行吊顶作业。本发明能够减少搭拆脚手架的难度与工程量,减少高空坠落事故的发生,提高施工效率。
The invention relates to the field of building construction, in particular to a construction method for the installation of a suspended ceiling of a high-altitude special-shaped overhang structure. Install the electric hoist on the beam rail, and hoist the hanging basket through the electric hoist; adjust the electric hoist to make the hanging basket reach the installation height and installation position of the ceiling; the construction personnel wear a fall arrester and install the fall arrester on the main steel of the building Structurally; start the ceiling work. The invention can reduce the difficulty and engineering quantity of erecting and dismantling the scaffolding, reduce the occurrence of high-altitude falling accidents, and improve the construction efficiency.
Description
技术领域technical field
本发明涉及建筑施工领域,尤其是一种用于高空异形挑檐结构吊顶安装的施工方法。The invention relates to the field of building construction, in particular to a construction method for ceiling installation of high-altitude special-shaped overhanging structures.
背景技术Background technique
随着社会经济的发展,近年来我国大跨度、大挑檐结构的建筑物越来越多,施工难度越来越大,高空作业施工安装越来越难以控制。With the development of social economy, in recent years, there are more and more buildings with large-span and large overhanging structures in my country, and the construction difficulty is becoming more and more difficult.
在施工过程中,为保证某些造型特点,多需要对外挑檐结构进行吊顶处理,而吊顶位于结构外部,且悬挑位于结构底部,施工技术及安全要求较高。In the construction process, in order to ensure certain modeling characteristics, it is often necessary to perform ceiling treatment on the external overhanging structure, and the suspended ceiling is located outside the structure, and the cantilever is located at the bottom of the structure, which requires high construction technology and safety requirements.
现有技术中通常采用升降台进行吊顶安装,但是升降台的高度有限,只能进行较低挑檐位置的吊顶安装,同时升降台对地面的平整度要求较高。对于高空挑檐结构,通常采用搭设脚手架的方式进行吊顶安装,但是脚手架方法投入脚手管数量巨大,工程量大,成本高,同时搭设高度越高安全风险越大。In the prior art, a lifting platform is usually used for ceiling installation, but the height of the lifting platform is limited, so only the ceiling installation at the lower eaves position can be performed, and the lifting platform has higher requirements on the flatness of the ground. For high-altitude canopy structures, scaffolding is usually used for ceiling installation. However, the scaffolding method requires a huge amount of scaffolding, a large amount of engineering, and high costs. At the same time, the higher the erection height, the greater the safety risk.
发明内容SUMMARY OF THE INVENTION
为解决上述技术问题,本发明提出一种安全系数高,施工工期短的用于高空异形挑檐结构吊顶安装的施工方法。In order to solve the above technical problems, the present invention proposes a construction method for high-altitude special-shaped overhanging structure ceiling installation with high safety factor and short construction period.
本发明采用如下技术特征:The present invention adopts the following technical features:
一种用于高空异形挑檐结构吊顶安装的施工方法,采用的吊顶安装工具包括工字钢轨道,电动葫芦以及吊篮,按照如下步骤进行:A construction method for ceiling installation of a high-altitude special-shaped overhanging structure adopts a ceiling installation tool including an I-beam rail, an electric hoist and a hanging basket, and is carried out according to the following steps:
A、根据设计图纸确定轨道的安装位置以及吊篮的尺寸,并将工字钢轨道固定安装在挑檐结构下方;A. Determine the installation position of the track and the size of the hanging basket according to the design drawings, and fix the I-beam track under the eaves structure;
B、在安装好的工字钢轨道上安装电动葫芦,然后通过电动葫芦将吊篮吊装在工字钢轨道上;B. Install the electric hoist on the installed I-beam rail, and then hoist the basket on the I-beam rail through the electric hoist;
C、通过调节电动葫芦,使吊篮达到吊顶安装高度及安装位置;C. By adjusting the electric hoist, the hanging basket can reach the installation height and installation position of the ceiling;
D、施工人员身上穿戴防坠器,并将防坠器安装在建筑的主体钢结构上;D. The construction personnel wear a fall arrester and install the fall arrester on the main steel structure of the building;
E、开始进行吊顶作业。E. Start the ceiling work.
与现有技术相比,本发明的有益效果是;Compared with the prior art, the beneficial effects of the present invention are:
本发明能够不用搭设脚手架,降低了施工难度以及施工量,提高了施工效率,减少发生高空坠落安全事故的发生,提高了施工的安全性;而且本发明采用吊装形式,不受地面施工环境的限制。The present invention does not need to erect scaffolding, reduces the difficulty of construction and the amount of construction, improves the construction efficiency, reduces the occurrence of high-altitude falling safety accidents, and improves the safety of construction; and the present invention adopts the hoisting form and is not limited by the ground construction environment .
进一步的,本发明采用如下优选方案:Further, the present invention adopts following preferred scheme:
步骤A中工字钢轨道兼做结构梁,吊顶安装完成后不用另行拆卸。In step A, the I-beam track is also used as a structural beam, and there is no need to disassemble it after the ceiling is installed.
附图说明Description of drawings
图1为本发明的结构示意图;Fig. 1 is the structural representation of the present invention;
图2为工字钢轨道的位置示意图;Fig. 2 is the position schematic diagram of I-beam rail;
图中:挑檐1;工字钢轨道2;电动葫芦3;钢丝绳4;吊篮5。In the picture:
具体实施方式Detailed ways
以下结合附图对本发明进一步说明。The present invention is further described below with reference to the accompanying drawings.
一种用于高空异形挑檐结构吊顶安装的施工方法,采用的吊顶安装工具由工字钢轨道2,电动葫芦3以及吊篮5组成,按照如下步骤进行:A construction method for ceiling installation of high-altitude special-shaped eaves structure, the ceiling installation tool used is composed of I-
A、根据设计图纸确定轨道的安装位置以及吊篮5的尺寸,并将工字钢轨道2固定安装在挑檐1结构下方,工字钢轨道2也可以与设计沟通后兼做结构梁使用,吊顶安装完成后可以不用另行拆卸。A. Determine the installation position of the rail and the size of the hanging
B、在安装好的工字钢轨道2上安装电动葫芦3,相邻两根工字钢轨道2上吊装一个吊篮5,通过两根工字钢轨道2上的电动葫芦3将吊篮5吊装在两根工字钢轨道2之间,由于屋面可能为异型结构,当同一个吊篮5两端的电动葫芦3的钢丝绳长度相等时,吊篮5处于倾斜状态,因此需要通过分别调整吊篮5两端的电动葫芦3的钢丝绳4使吊篮5保持水平。B. Install the
C、通过调节电动葫芦3,使吊篮5达到吊顶安装高度及安装位置,使施工人员能够通过站在吊篮5上达到吊顶安装的目的。C. By adjusting the
D、施工人员身上穿戴防坠器,并将防坠器安装在建筑的主体钢结构上,保证吊篮5发生坠落时施工人员的安全。D. The construction personnel wear a fall arrester and install the fall arrester on the main steel structure of the building to ensure the safety of the construction personnel when the hanging
E、开始进行吊顶作业。E. Start the ceiling work.
本发明利用工字钢轨道2和电动葫芦3吊装吊篮5,通过调节电动葫芦3、调节吊篮5的垂直和水平位置,以达到高空安装异型挑檐结构吊顶的目的。并且避免了搭、拆脚手架,减少搭、拆高空脚手架的难度以及工程量,减少发生高处坠落安全事故的发生,同时也不用受地面条件的限制;本方法的施工方便,操作简单,而且工字钢轨道2和吊篮5都可以提前制作,施工效率高,缩短了施工工期。The invention utilizes the I-
以上仅为本发明的具体实施方式,但对本发明的保护并不局限于此,所有涉及本技术领域技术人员所能想到的对本技术方案技术特征提出的等效变化或替换,都包含在本发明的保护范围之内。The above are only specific embodiments of the present invention, but the protection of the present invention is not limited to this, and all the equivalent changes or replacements proposed by those skilled in the art to the technical features of the technical solution are included in the present invention. within the scope of protection.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010897255.8A CN111980393A (en) | 2020-08-31 | 2020-08-31 | Construction method for ceiling installation of high-altitude special-shaped overhanging structure |
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| CN202010897255.8A CN111980393A (en) | 2020-08-31 | 2020-08-31 | Construction method for ceiling installation of high-altitude special-shaped overhanging structure |
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| CN111980393A true CN111980393A (en) | 2020-11-24 |
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| CN202010897255.8A Pending CN111980393A (en) | 2020-08-31 | 2020-08-31 | Construction method for ceiling installation of high-altitude special-shaped overhanging structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117868512A (en) * | 2024-02-01 | 2024-04-12 | 中铁三局集团建筑安装工程有限公司 | Construction method of Y-shaped double columns of platform canopy steel structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001303519A (en) * | 2000-04-19 | 2001-10-31 | Hanshin Kosoku Doro Kanri Gijutsu Center | Simplified scaffold |
| CN101200975A (en) * | 2007-11-26 | 2008-06-18 | 通州建总集团有限公司 | Overhead bridge type suspension scaffold |
| CN205348733U (en) * | 2015-12-23 | 2016-06-29 | 上海江河幕墙系统工程有限公司 | Furred ceiling operation platform |
| CN208534002U (en) * | 2018-06-06 | 2019-02-22 | 深圳市云筑实业有限公司 | A kind of high-altitude constructing structure that can partially store |
| CN109812026A (en) * | 2019-03-26 | 2019-05-28 | 中国建筑第四工程局有限公司 | A kind of high-altitude ceiling decoration aluminium sheet installation method and device |
| CN211007590U (en) * | 2019-08-20 | 2020-07-14 | 湖南省沙坪建设有限公司 | Construction platform for overhanging steel structure |
-
2020
- 2020-08-31 CN CN202010897255.8A patent/CN111980393A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001303519A (en) * | 2000-04-19 | 2001-10-31 | Hanshin Kosoku Doro Kanri Gijutsu Center | Simplified scaffold |
| CN101200975A (en) * | 2007-11-26 | 2008-06-18 | 通州建总集团有限公司 | Overhead bridge type suspension scaffold |
| CN205348733U (en) * | 2015-12-23 | 2016-06-29 | 上海江河幕墙系统工程有限公司 | Furred ceiling operation platform |
| CN208534002U (en) * | 2018-06-06 | 2019-02-22 | 深圳市云筑实业有限公司 | A kind of high-altitude constructing structure that can partially store |
| CN109812026A (en) * | 2019-03-26 | 2019-05-28 | 中国建筑第四工程局有限公司 | A kind of high-altitude ceiling decoration aluminium sheet installation method and device |
| CN211007590U (en) * | 2019-08-20 | 2020-07-14 | 湖南省沙坪建设有限公司 | Construction platform for overhanging steel structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117868512A (en) * | 2024-02-01 | 2024-04-12 | 中铁三局集团建筑安装工程有限公司 | Construction method of Y-shaped double columns of platform canopy steel structure |
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Application publication date: 20201124 |
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