CN101775896A - Method for installing pipeline scaffold of steel roof equipment and rigid suspended scaffold - Google Patents

Method for installing pipeline scaffold of steel roof equipment and rigid suspended scaffold Download PDF

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CN101775896A
CN101775896A CN 201010109587 CN201010109587A CN101775896A CN 101775896 A CN101775896 A CN 101775896A CN 201010109587 CN201010109587 CN 201010109587 CN 201010109587 A CN201010109587 A CN 201010109587A CN 101775896 A CN101775896 A CN 101775896A
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scaffold
steel
steel pipe
truss
equipment
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CN101775896B (en
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卓新
杨帆
季亮
吴建挺
寿明灿
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Zhejiang University ZJU
Zhejiang Zhancheng Construction Group Co Ltd
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Zhejiang University ZJU
Zhejiang Zhancheng Construction Group Co Ltd
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Abstract

The invention discloses a method for installing a pipeline scaffold of steel roof equipment and a rigid suspended scaffold. The rigid suspended scaffold comprises a plurality of steel pipe upper trusses with same structures and a plurality of suspended scaffolds with same structures, wherein each steel pipe upper truss is built between at least two upper chords of a steel roof along the vertical running direction of an equipment pipeline, and the steel pipe upper trusses are connected with each other into a whole; each suspended scaffold is suspended and built below each steel pipe upper truss along the running direction of the equipment pipeline, and the length of a suspended overhead corridor formed by the longitudinal connection of the suspended scaffolds is the same as that of the corresponding equipment pipeline. In the invention, building floor type scaffolds is not needed, and high-performance special installing machinery is not needed, thereby saving construction period and cost. The invention is suitable for public buildings, such as long-spun sports and culture stadiums and the like, and equipment pipeline construction in the steel roofs of large-scale industrial buildings and the like.

Description

安装钢屋盖设备管道脚手架的方法与刚性吊挂式脚手架 Method for installing steel roof equipment pipeline scaffolding and rigid hanging scaffolding

技术领域technical field

本发明涉及一种吊挂式脚手架,尤其是涉及一种安装钢屋盖设备管道脚手架的方法与刚性吊挂式脚手架。The invention relates to a hanging scaffold, in particular to a method for installing steel roof equipment pipeline scaffolding and a rigid hanging scaffold.

背景技术Background technique

大跨度钢结构屋盖内部的空调、通风、消防给水等设备管道,一般都布置在上弦杆与下弦杆之间的空间区域,离地面几十米高。施工困难主要表现为:(1)无施工平台:安装的工作面在屋盖的上、下弦层之间,无任何可利用的操作平台。(2)高空作业:大跨度钢屋盖距离地面几十米高,建筑物中间无任何支撑点,施工危险性大。(3)起重机无法作业:场馆外墙及屋面结构已施工完成,受吊臂工作特点的影响,履带吊、汽车吊等一些常规大型吊车无法进场用于设备管道的吊装。(4)设备管道分布散:需要安装的设备管线纵横交错,且不在同一个平面上。(5)整体施工技术无法实施:受设备管道刚度和强度的制约,一些适用于钢结构安装的施工技术,如:滑移法、整体吊装法、整体提升法等,均无法应用于设备管道的施工。The air conditioning, ventilation, fire water supply and other equipment pipes inside the large-span steel structure roof are generally arranged in the space area between the upper chord and the lower chord, tens of meters above the ground. Construction difficulties are mainly manifested in: (1) No construction platform: the working surface to be installed is between the upper and lower chord layers of the roof, and there is no available operating platform. (2) Working at heights: The long-span steel roof is tens of meters above the ground, and there is no supporting point in the middle of the building, so the construction is very dangerous. (3) Cranes cannot work: the exterior wall and roof structure of the venue have been constructed, and due to the working characteristics of the boom, some conventional large cranes such as crawler cranes and truck cranes cannot enter the site for hoisting of equipment and pipelines. (4) Scattered distribution of equipment and pipelines: The equipment and pipelines to be installed are criss-crossed and not on the same plane. (5) The overall construction technology cannot be implemented: restricted by the rigidity and strength of the equipment pipeline, some construction techniques suitable for steel structure installation, such as: sliding method, overall hoisting method, overall lifting method, etc., cannot be applied to equipment pipelines construction.

钢屋盖内部设备管道安装可供选择的方案有:(1)满堂脚手架:此方法技术虽可行但工期长、用工量大。大面积的脚手架搭设与拆除脚手架所耗费的时间几乎与安装设备管道的时间相当。同时,大面积占据了地面的工作面,使其他专业工种在此期间无法进行施工。(2)自行式升降车:该类机械施工高度虽可达40m,但不能覆盖设备管道的整个施工区域,一些部位仍需另想其他办法解决。同时,大范围使用的机械需求量大、成本高。(3)动力提升平台:该类机械可作提升设备也可作操作平台使用,但单台机械覆盖面积小,工效低,施工成本高。(4)传统的吊挂式脚手架:该方法工作面大,可同步安装各个区域的设备管道,有利于缩短工期。同时,脚手架材料与安装技术均成熟,且成本低廉。缺点是传统的吊挂式脚手架采用钢丝绳吊挂方法,可靠性和安全性不如落地式脚手架。The options for installation of equipment and pipelines inside the steel roof are: (1) Scaffolding: Although this method is technically feasible, it has a long construction period and a large amount of labor. The time spent on erecting and dismantling scaffolding in a large area is almost equivalent to the time for installing equipment pipelines. At the same time, a large area occupies the working surface on the ground, making it impossible for other professional types of work to carry out construction during this period. (2) Self-propelled lift truck: Although the construction height of this type of machinery can reach 40m, it cannot cover the entire construction area of the equipment pipeline, and some parts still need to find other solutions. At the same time, the demand for machinery used on a large scale is large and the cost is high. (3) Power lifting platform: This type of machinery can be used as lifting equipment or as an operating platform, but the coverage area of a single machine is small, the work efficiency is low, and the construction cost is high. (4) Traditional hanging scaffolding: This method has a large working area, and can simultaneously install equipment and pipelines in various areas, which is conducive to shortening the construction period. At the same time, scaffolding materials and installation techniques are mature, and the cost is low. The disadvantage is that the traditional hanging scaffolding adopts the wire rope hanging method, and its reliability and safety are not as good as the floor-standing scaffolding.

发明内容Contents of the invention

本发明的目的在于提供一种安装钢屋盖设备管道脚手架的方法与刚性吊挂式脚手架,无需搭设落地式脚手架,也无需使用高性能特种安装机械,从而节省了工期和施工成本。The purpose of the present invention is to provide a method for installing steel roof equipment pipeline scaffolding and rigid hanging scaffolding, without the need to set up floor scaffolding, and without using high-performance special installation machinery, thereby saving the construction period and construction costs.

本发明解决其技术问题所采用的技术方案是:The technical solution adopted by the present invention to solve its technical problems is:

一、一种安装钢屋盖设备管道脚手架的方法:1. A method for installing steel roof equipment pipeline scaffolding:

在钢屋盖结构的上弦杆上沿设备管道的垂直走向搭设由扣件式钢管脚手架组成的钢管上桁架,形成吊挂式脚手架的支承结构,在钢管上桁架下沿设备管道的走向搭设与之刚性连接的吊挂式脚手架及其平台,形成“吊挂式空中连廊”与对应的设备管道长度相同,作为设备管道安装的支撑架与施工人员的工作平台,“吊挂式空中连廊”底部拉钢缆绳与钢屋盖上弦杆相连,构成几何不变的稳定结构,增强了吊挂式脚手架的刚度与稳定性。On the upper chord of the steel roof structure, a steel pipe upper truss composed of fastener-type steel pipe scaffolding is erected along the vertical direction of the equipment pipeline to form a supporting structure for the hanging scaffold. Rigidly connected hanging scaffolding and its platform form a "hanging air corridor" that is the same length as the corresponding equipment pipeline, as a support frame for equipment pipeline installation and a working platform for construction personnel, "hanging air corridor" The steel cables at the bottom are connected to the upper chords of the steel roof, forming a stable structure with constant geometry, which enhances the rigidity and stability of the hanging scaffold.

二、一种安装钢屋盖设备管道的刚性吊挂式脚手架:2. A rigid hanging scaffold for installing steel roof equipment pipelines:

本发明由多榀相同构造的钢管上桁架和多榀相同构造的吊挂式脚手架构成一个刚性吊挂式脚手架;每榀钢管上桁架沿设备管道的垂直走向,搭设在钢屋盖的不少于两根上弦杆之间,各榀钢管上桁架应相互联系成一个整体性;各榀吊挂式脚手架是沿设备管道的走向,吊挂搭设在各榀钢管上桁架下方,多榀吊挂式脚手架之间纵向连成的“吊挂式空中连廊”的长度与对应的设备管道长度相同;每榀钢管上桁架和每榀吊挂式脚手架的连接关系如下:The present invention consists of multiple steel pipe upper trusses of the same structure and multiple hanging scaffolds of the same structure to form a rigid hanging scaffold; each steel pipe upper truss is erected on the steel roof along the vertical direction of the equipment pipeline, and no less than Between the two upper chords, the upper trusses of each steel pipe should be connected to form a whole; each hanging scaffold is along the direction of the equipment pipeline, hanging and erected under each steel pipe upper truss, and many hanging scaffolds The length of the "hanging air corridor" formed longitudinally between them is the same as the length of the corresponding equipment pipeline; the connection relationship between the upper truss of each steel pipe and each hanging scaffold is as follows:

1)钢管上桁架的杆件上、下、左、右用扣件刚性连接固定形成抱箍,箍住钢屋盖的上弦杆,然后沿设备管道的垂直走向在钢屋盖的上弦杆上搭设钢管上桁架(4);1) The upper, lower, left and right members of the steel pipe upper truss are rigidly connected and fixed with fasteners to form a hoop, which hoops the upper chord of the steel roof, and then erects on the upper chord of the steel roof along the vertical direction of the equipment pipeline. steel pipe upper truss (4);

2)在钢管上桁架下,沿设备管道的走向搭设吊挂式脚手架:先把两根立杆与钢管上桁架的水平杆用扣件刚性连接,再把多根脚手架横向水平杆和最底下一道脚手架横向水平杆的两端与立杆用扣件刚性连接,再把每根脚手架纵向水平杆分别架设在脚手架横向水平杆和最底下一道脚手架横向水平杆之上,与脚手架横向水平杆和最底下一道脚手架横向水平杆用扣件刚性连接,并与纵向每根立杆用扣件刚性连接;把剪刀撑与立杆交叉处用扣件刚性连接;2) Under the steel pipe upper truss, set up a hanging scaffold along the direction of the equipment pipeline: firstly connect the two vertical rods with the horizontal rods of the steel pipe upper truss rigidly with fasteners, and then connect multiple scaffold horizontal horizontal rods and the bottom scaffold The two ends of the horizontal horizontal bar are rigidly connected with the vertical bar with fasteners, and then each vertical horizontal bar of the scaffold is respectively erected on the horizontal horizontal bar of the scaffold and the bottom horizontal horizontal bar of the scaffold, together with the horizontal horizontal bar of the scaffold and the bottom one. The horizontal bars of the scaffold are rigidly connected with fasteners, and are rigidly connected with each vertical pole with fasteners; the intersection of the scissors brace and the vertical poles is rigidly connected with fasteners;

3)在最底下一道脚手架横向水平杆的下方搭设钢管下桁架;3) Set up a steel pipe lower truss under the horizontal horizontal bar of the lowest scaffold;

4)在最底下一道脚手架纵向水平杆上面铺脚手板,形成支撑架与工作平台;4) Lay scaffolding boards on the bottom longitudinal horizontal bar of the scaffolding to form a support frame and a working platform;

5)在钢屋盖的下弦杆上绑扎下弦杆安全网;在立杆侧面绑扎侧面安全网。5) Bind the lower chord safety net on the lower chord of the steel roof; tie the side safety net on the side of the vertical pole.

所述的每根立杆上用扣件刚性连接多道栏杆。Fasteners are used to rigidly connect multiple railings on each vertical pole.

所述的上弦杆两端和最底下一道脚手架纵向水平杆两端之间分别连接带花蓝螺丝的钢缆绳,使吊挂式脚手架构成为几何不变的稳定结构。Steel cables with blue screws are respectively connected between the two ends of the upper chord rod and the two ends of the bottom longitudinal horizontal rod of the scaffold, so that the suspended scaffold becomes a stable structure with constant geometry.

本发明与背景技术相比具有的有益效果是:The beneficial effect that the present invention has compared with background technology is:

1、安全可靠:刚性吊挂式脚手架体系,采用先沿设备管道的垂直走向在钢屋盖上弦杆上搭设钢管上桁架,再按照设备管道的走向搭设吊挂式脚手架。钢屋盖与钢管上桁架之间、钢管上桁架与吊挂式脚手架之间刚性连接。由于互为刚性连接,且吊挂式脚手架与钢屋盖杆件用钢缆绳拉接形成稳定的几何不变体结构,此外,吊挂式脚手架的侧面有剪刀撑,所以,此吊挂式脚手架体系的结构刚度好、整体稳定性好。吊挂式脚手架体系中还设有侧面栏杆和安全网等安全措施,充分保证了施工安装人员的安全。1. Safe and reliable: The rigid hanging scaffolding system first adopts the vertical direction of the equipment pipeline to erect the steel pipe upper truss on the upper chord of the steel roof, and then erects the hanging scaffold according to the direction of the equipment pipeline. Rigid connection between the steel roof and the steel pipe upper truss, and between the steel pipe upper truss and the hanging scaffold. Due to the rigid connection with each other, and the hanging scaffold and steel roof rods are connected by steel cables to form a stable geometric invariant structure. In addition, there are scissors on the side of the hanging scaffold, so this hanging scaffold The structural rigidity of the system is good, and the overall stability is good. The hanging scaffold system also has safety measures such as side railings and safety nets, which fully guarantee the safety of construction and installation personnel.

2、工期缩短、成本降低。刚性吊挂式脚手架安装在钢屋盖的杆件上,与钢屋盖的上弦杆刚性连接。不需搭设落地式满堂脚手架,一方面节省了脚手架材料,另一方面屋盖设备管道安装不会影响地面与墙面施工,高空与地面可上下平行施工,节约了工期和成本。同时,刚性吊挂式脚手架按照各根设备管道的位置搭建“吊挂式空中连廊”,各区域设备管道的安装可在不同的工作面上同步进行施工,易于加快施工进度。2. The construction period is shortened and the cost is reduced. Rigid hanging scaffolding is installed on the rods of the steel roof and rigidly connected with the upper chord of the steel roof. There is no need to set up floor-to-ceiling scaffolding. On the one hand, scaffolding materials are saved. On the other hand, the installation of roof equipment and pipes will not affect the construction of the ground and walls. The high altitude and the ground can be constructed in parallel up and down, saving the construction period and cost. At the same time, the rigid hanging scaffolding builds a "hanging air corridor" according to the position of each equipment pipeline. The installation of equipment pipelines in each area can be carried out simultaneously on different working surfaces, which is easy to speed up the construction progress.

3、施工方便、易于推广:本工法采用普通钢管脚手架材料,不需要高性能的特种安装机械。脚手架的设计方法、使用材料与施工技术成熟,刚性吊挂式脚手架体系及其施工方法操作方便、易于实施与推广。3. Convenient construction and easy promotion: This construction method uses ordinary steel pipe scaffolding materials, and does not require high-performance special installation machinery. The design method, materials used and construction technology of the scaffold are mature, and the rigid hanging scaffold system and its construction method are easy to operate, easy to implement and popularize.

本发明适用于大跨度体育、文化场馆等公共建筑,以及大型工业建筑等钢屋盖内部的设备管道施工。The invention is suitable for construction of equipment pipelines inside steel roofs of large-span sports and cultural venues and other public buildings, as well as large-scale industrial buildings.

附图说明Description of drawings

图1是在下弦杆上搭设下弦杆安全网、在上弦杆上搭设钢管上桁架的正立面图。Fig. 1 is a front elevation view of erecting a lower chord safety net on the lower chord and erecting a steel pipe upper truss on the upper chord.

图2是在下弦杆上搭设下弦杆安全网、在上弦杆上搭设钢管上桁架的侧立面图。Fig. 2 is a side elevation view of setting up the safety net of the lower chord on the lower chord and erecting the steel pipe upper truss on the upper chord.

图3是搭设立杆、脚手架横向水平杆、脚手架纵向水平杆的正立面图。Fig. 3 is the front elevation view of setting up the vertical pole, the horizontal horizontal pole of the scaffold, and the vertical horizontal pole of the scaffold.

图4是搭设立杆、脚手架横向水平杆、脚手架纵向水平杆的侧立面图。Fig. 4 is a side elevation view of erecting poles, scaffold horizontal horizontal bars, and scaffold vertical horizontal bars.

图5是搭设钢管下桁架的正立面图。Fig. 5 is a front elevation view of erecting the steel pipe lower truss.

图6是搭设钢管下桁架的侧立面图。Fig. 6 is a side elevation view of erecting the steel pipe lower truss.

图7是搭设脚手板、栏杆、剪刀撑的正立面图。Fig. 7 is the front elevation view of setting up scaffold board, railing, scissors brace.

图8是搭设脚手板、栏杆、剪刀撑的侧立面图。Fig. 8 is a side elevation view of setting up scaffold boards, railings, and scissors braces.

图9是搭设钢缆绳、侧面安全网的正立面图。Fig. 9 is a front elevation view of setting up steel cables and side safety nets.

图10是搭设钢缆绳、侧面安全网的侧立面图。Fig. 10 is a side elevation view of setting up steel cables and side safety nets.

图11是安装设备管道刚性吊挂式脚手架的正立面图。Fig. 11 is a front elevation view of a rigid hanging scaffold for installing equipment pipelines.

图12是安装设备管道刚性吊挂式脚手架的侧立面图。Fig. 12 is a side elevation view of a rigid hanging scaffold for installing equipment pipes.

图中:1、下弦杆;2、下弦杆安全网;3上弦杆;4、钢管上桁架;5、立杆;6、脚手架横向水平杆;6’、最底下一道脚手架横向水平杆;7、脚手架纵向水平杆;7’、最底下一道脚手架纵向水平杆;8、钢管下桁架;9、脚手板;10、栏杆;11、剪刀撑;12、带花蓝螺丝的钢缆绳;13、侧面安全网;14、设备管道。In the figure: 1, the lower chord; 2, the safety net of the lower chord; 3 the upper chord; 4, the upper truss of the steel pipe; Scaffold longitudinal horizontal bar; 7', the bottommost scaffold longitudinal horizontal bar; 8, steel pipe lower truss; 9, scaffolding board; 10, railing; 11, scissors support; 14. Equipment pipeline.

具体实施方式Detailed ways

下面结合附图和实施例对本发明作进一步说明。The present invention will be further described below in conjunction with drawings and embodiments.

如图1-图12所示,本发明由多榀相同构造的钢管上桁架4和多榀相同构造的吊挂式脚手架构成一个刚性吊挂式脚手架;每榀钢管上桁架4沿设备管道14的垂直走向,搭设在钢屋盖的不少于两根上弦杆3之间,各榀钢管上桁架4应相互联系成一个整体性;各榀吊挂式脚手架是沿设备管道14的走向,吊挂搭设在各榀钢管上桁架4下方,多榀吊挂式脚手架之间纵向连成的“吊挂式空中连廊”的长度与对应的设备管道14长度相同;每榀钢管上桁架4和每榀吊挂式脚手架的连接关系如下:As shown in Fig. 1-Fig. 12, the present invention forms a rigid hanging scaffold by multiple steel pipe upper trusses 4 of the same structure and multiple hanging scaffolds of the same structure; Vertical direction, erected between no less than two upper chords 3 of the steel roof, each steel pipe upper truss 4 should be connected with each other to form a whole; Set up under the upper truss 4 of each steel pipe, the length of the "hanging air corridor" formed by the vertical connection between multiple hanging scaffolds is the same as the length of the corresponding equipment pipeline 14; the upper truss 4 of each steel pipe and the length of each The connection relationship of hanging scaffolding is as follows:

1)钢管上桁架4的杆件上、下、左、右用扣件刚性连接固定形成抱箍,箍住钢屋盖的上弦杆3,然后沿设备管道的垂直走向在钢屋盖的上弦杆3上搭设钢管上桁架4;1) The upper, lower, left, and right members of the steel pipe upper truss 4 are rigidly connected and fixed with fasteners to form a hoop, which hoops the upper chord 3 of the steel roof, and then places it on the upper chord 3 of the steel roof along the vertical direction of the equipment pipeline. 3 erect steel pipe upper truss 4;

2)在钢管上桁架4下,沿设备管道14的走向搭设吊挂式脚手架:先把两根立杆5与钢管上桁架4的水平杆用扣件刚性连接,再把多根脚手架横向水平杆6和最底下一道脚手架横向水平杆6’的两端与立杆5用扣件刚性连接,再把每根脚手架纵向水平杆7分别架设在脚手架横向水平杆6和最底下一道脚手架横向水平杆6’之上,与脚手架横向水平杆6和最底下一道脚手架横向水平杆6’用扣件刚性连接,并与纵向每根立杆5用扣件刚性连接;把剪刀撑11与立杆5交叉处用扣件刚性连接;2) Under the upper truss 4 of the steel pipe, set up a hanging scaffold along the direction of the equipment pipeline 14: first, rigidly connect the two vertical rods 5 with the horizontal rods of the upper truss 4 of the steel pipe with fasteners, and then connect multiple scaffolding horizontal horizontal rods 6 The two ends of the horizontal horizontal rod 6' of the bottom scaffold are rigidly connected with the vertical rod 5 with fasteners, and then each vertical horizontal rod 7 of the scaffold is respectively erected on the horizontal horizontal rod 6 of the scaffold and the horizontal horizontal rod 6' of the bottom scaffold. On the top, it is rigidly connected with the horizontal horizontal bar 6 of the scaffold and the horizontal horizontal bar 6' of the bottommost scaffold with fasteners, and is rigidly connected with each vertical pole 5 with fasteners; Rigid connection of parts;

3)在最底下一道脚手架横向水平杆6’的下方搭设钢管下桁架8;3) Set up a steel pipe lower truss 8 below the horizontal horizontal bar 6' of the bottommost scaffold;

4)在最底下一道脚手架纵向水平杆7’上面铺脚手板9,形成支撑架与工作平台;4) Lay the scaffold board 9 above the bottom vertical horizontal bar 7' of the scaffold to form a support frame and a working platform;

5)在钢屋盖的下弦杆1上绑扎下弦杆安全网2;在立杆5侧面绑扎侧面安全网(13)。5) Bind the lower chord safety net 2 on the lower chord 1 of the steel roof; bind the side safety net (13) on the side of the vertical pole 5.

所述的每根立杆5上用扣件刚性连接多道栏杆10。所述的上弦杆3两端和最底下一道脚手架纵向水平杆7’两端之间分别连接带花蓝螺丝的钢缆绳12,使吊挂式脚手架构成为几何不变的稳定结构。A plurality of railings 10 are rigidly connected with fasteners on each of the vertical poles 5 . Steel cables 12 with blue screws are respectively connected between the two ends of the upper chord 3 and the two ends of the bottom longitudinal horizontal bar 7' of the scaffold, so that the suspended scaffold becomes a stable structure with constant geometry.

本发明的刚性吊挂式脚手架体系,采用先沿设备管道的垂直走向在钢屋盖上弦杆上搭设钢管上桁架,再按照设备管道的走向搭设吊挂式脚手架;搭设步骤如下:In the rigid hanging scaffolding system of the present invention, the steel pipe upper truss is erected on the upper chord of the steel roof along the vertical direction of the equipment pipeline, and then the hanging scaffold is erected according to the direction of the equipment pipeline; the erection steps are as follows:

(1)如图1、图2所示,在钢管上桁架搭设前,先在钢屋盖的下弦杆水平面上绑扎安全网。以保障脚手架搭设人员和地面施工人员的安全。(1) As shown in Figure 1 and Figure 2, before erecting the upper truss of the steel pipe, the safety net shall be bound on the horizontal plane of the lower chord of the steel roof. To ensure the safety of scaffold erection personnel and ground construction personnel.

(2)如图1、图2所示,脚手架施工人员在钢屋盖的上弦杆3上搭设钢管上桁架4。钢管上桁架4的杆件上、下、左、右用扣件刚性连接固定形成抱箍,箍住钢屋盖的上弦杆3。然后沿设备管道的垂直走向在钢屋盖上弦杆3上搭设钢管上桁架4。(2) As shown in Fig. 1 and Fig. 2, the scaffold construction workers set up the steel pipe upper truss 4 on the upper chord 3 of the steel roof. The upper, lower, left and right bars of the steel pipe upper truss 4 are rigidly connected and fixed with fasteners to form a hoop, which hoops the upper chord 3 of the steel roof. Then erect the steel pipe upper truss 4 on the steel roof upper chord 3 along the vertical direction of the equipment pipeline.

(3)如图3、图4所示,在钢管上桁架4下,沿设备管道的走向搭设吊挂式脚手架。先把立杆5与钢管上桁架4的水平杆用扣件刚性连接,再把脚手架横向水平杆6与立杆5用扣件刚性连接,再把脚手架纵向水平杆7与立杆5用扣件刚性连接。脚手架横向水平杆6在下,脚手架纵向水平杆7在上。(3) As shown in Figure 3 and Figure 4, set up hanging scaffolding along the direction of the equipment pipeline under 4 trusses on the steel pipe. First, rigidly connect the vertical rod 5 with the horizontal rod of the steel pipe upper truss 4 with fasteners, then rigidly connect the horizontal horizontal rod 6 of the scaffold with the vertical rod 5 with fasteners, and then connect the vertical horizontal rod 7 of the scaffold with the vertical rod 5 with fasteners Rigid connection. The horizontal horizontal bar 6 of the scaffold is at the bottom, and the vertical horizontal bar 7 of the scaffold is at the top.

(4)如图5、图6所示,在最底下一道脚手架横向水平杆6’的下方搭设钢管下桁架8。(4) As shown in Fig. 5 and Fig. 6, a steel pipe lower truss 8 is set up below the horizontal horizontal bar 6' of the scaffolding at the bottom.

(5)如图7、图8所示,在最底下一道脚手架纵向水平杆7’上面铺脚手板9,形成支撑架与工作平台。(5) as shown in Fig. 7, Fig. 8, shop scaffolding board 9 above the vertical horizontal bar 7 ' of the scaffolding at the bottom, form bracing frame and working platform.

(6)如图7、图8所示,把多道栏杆10与每根立杆5用扣件刚性连接。(6) As shown in Fig. 7 and Fig. 8, the multi-track railing 10 is rigidly connected with each vertical pole 5 with fasteners.

(7)如图7、图8所示,把剪刀撑11与立杆5用扣件刚性连接。(7) As shown in Figure 7 and Figure 8, rigidly connect the scissors support 11 with the vertical rod 5 with fasteners.

(8)如图9、图10所示,把带花蓝螺丝的钢缆绳12两端分别绑在上弦杆3和最底下一道脚手架纵向水平杆7’上,并用U形卡固定。钢缆绳12作为安全保护辅助技术措施,安装后的通过花蓝螺丝拉紧钢缆绳12,使吊挂式脚手架构成为几何不变的稳定结构,增加其刚度与安全可靠性。(8) As shown in Figure 9 and Figure 10, the steel cable 12 two ends with blue screw are tied up respectively on upper chord bar 3 and the bottom one scaffold vertical horizontal bar 7 ', and fix with U-shaped card. The steel cable 12 is used as an auxiliary technical measure for safety protection. After installation, the steel cable 12 is tightened by a blue screw, so that the hanging scaffolding structure becomes a geometrically constant stable structure, increasing its rigidity and safety reliability.

(9)如图9、图10所示,在立杆侧面绑扎侧面安全网13。(9) As shown in Figure 9 and Figure 10, bind the side safety net 13 on the side of the pole.

(10)如图11、图12所示,在形成的“吊挂式空中连廊”形状的刚性吊挂式脚手架中,脚手板9既是施工人员的工作平台,也是设备管道14的临时搁置平台。设备管道安装人员按照相关技术规范安装设备管道14。(10) As shown in Figure 11 and Figure 12, in the rigid hanging scaffold in the shape of a "hanging air corridor" formed, the scaffolding board 9 is not only a working platform for construction personnel, but also a temporary shelving platform for equipment pipelines 14 . The equipment pipeline installer installs the equipment pipeline 14 according to relevant technical specifications.

Claims (4)

1. the method for an installing pipeline scaffold of steel roof equipment, it is characterized in that: the capwise at the upper chord upper edge of steel roof structure equipment pipe is set up truss on the steel pipe of being made up of fastener type steel pipe scaffold, form the supporting construction of suspended scaffold, the trend of truss lower edge equipment pipe is set up rigidly connected with it suspended scaffold and platform thereof on steel pipe, it is identical with the corresponding equipment duct length to form " the aerial vestibule of suspension type ", as the bracing frame of equipment pipe installation and constructor's working platform, " the aerial vestibule of suspension type " bottom draws steel cable to link to each other with steel roof system upper chord, constitute constant rock-steady structure how much, strengthened the rigidity and stability of suspended scaffold.
2. by a kind of rigid suspended scaffold that the steel roof equipment pipeline is installed of the described method of claim 1, it is characterized in that: it constitutes a rigid suspended scaffold by the suspended scaffold of truss (4) and many Pin same configuration on the steel pipe of many Pin same configuration; Truss (4) is along the capwise of equipment pipe (14) on every Pin steel pipe, sets up in being no less than between two upper chords (3) of steel roof system, and truss (4) should connect into a globality each other on each Pin steel pipe; Each Pin suspended scaffold is the trend along equipment pipe (14), hangs and sets up truss (4) below on each Pin steel pipe, and the length of " the aerial vestibule of suspension type " that vertically is linked to be between many Pin suspended scaffold is identical with corresponding equipment pipeline (14) length; The annexation of truss (4) and every Pin suspended scaffold is as follows on every Pin steel pipe:
1) the rod member upper and lower, left and right of truss (4) are rigidly connected with fastener and fix the formation anchor ear on the steel pipe, wale the upper chord (3) of steel roof system, set up truss on the steel pipe (4) along the capwise of equipment pipe on the upper chord (3) of steel roof system then;
2) under truss on the steel pipe (4), trend along equipment pipe (14) is set up suspended scaffold: earlier the horizon bar of truss (4) on two vertical rods (5) and the steel pipe is rigidly connected with fastener, again the two ends of many scaffold transverse horizontal bars (6) and the most beneath transverse horizontal bar of scaffold together (6 ') and vertical rod (5) are rigidly connected with fastener, again every scaffold vertical equity bar (7) is erected at respectively on scaffold transverse horizontal bar (6) and the most beneath transverse horizontal bar of scaffold together (6 '), be rigidly connected with fastener with scaffold transverse horizontal bar (6) and the most beneath scaffold transverse horizontal bar (6 '), and be rigidly connected with fastener with vertical every vertical rod (5); Bridging (11) and vertical rod (5) infall are rigidly connected with fastener;
3) set up truss under the steel pipe (8) in the below of the most beneath one scaffold transverse horizontal bar (6 ');
4) shop scaffold floor (9) on the most beneath one scaffold vertical equity bar (7 ') forms bracing frame and working platform;
5) go up colligation lower chord safety net (2) at the lower chord (1) of steel roof system; At vertical rod (5) side colligation side safety net (13).
3. a kind of rigid suspended scaffold that the steel roof equipment pipeline is installed according to claim 2 is characterized in that: described every vertical rod (5) is gone up with the fastener multiple tracks railing (10) that is rigidly connected.
4. a kind of rigid suspended scaffold that the steel roof equipment pipeline is installed according to claim 2, it is characterized in that: the steel cable (12) of difference connecting band turnbuckle screw between described upper chord (3) two ends and the most beneath vertical equity bar of scaffold together (the 7 ') two ends makes suspended scaffold constitute constant rock-steady structure how much.
CN2010101095871A 2010-02-11 2010-02-11 Rigid suspended scaffold for installing pipeline of steel roof equipment Expired - Fee Related CN101775896B (en)

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CN102434002A (en) * 2011-01-06 2012-05-02 江苏扬建集团有限公司 Wind-resistant and synchronous control method for integrally lifting overpass of high-rise building
CN103362315A (en) * 2013-08-07 2013-10-23 中建二局第一建筑工程有限公司 A kind of hanger used for overall hoisting of pipelines and its construction method
CN105839907A (en) * 2016-05-31 2016-08-10 上海建工五建集团有限公司 Suspension type steel platform scaffold foundation and method for mounting same
CN107642225A (en) * 2017-09-21 2018-01-30 广西壮族自治区冶金建设公司 A kind of hanging scaffold and its assembly and method for dismounting
CN109812004A (en) * 2019-01-23 2019-05-28 中国十七冶集团有限公司 A kind of detachable hanging basket and construction method for high-altitude steel reinforced concrete corridor construction
CN110409784A (en) * 2019-07-09 2019-11-05 中国建筑第八工程局有限公司 The very useful operating platform of beam string formula daylighting and its construction method
CN111894253A (en) * 2020-07-23 2020-11-06 中国三冶集团有限公司 Ring type sliding scaffold for corridor and construction method thereof
CN113430929A (en) * 2021-08-04 2021-09-24 中交二公局第五工程有限公司 Self-propelled beam bottom working trolley at central separation zone of bridge
CN115059277A (en) * 2022-06-22 2022-09-16 明阳智慧能源集团股份公司 Composite material layering device in wind power field and manufacturing and using method thereof

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CN110409784A (en) * 2019-07-09 2019-11-05 中国建筑第八工程局有限公司 The very useful operating platform of beam string formula daylighting and its construction method
CN111894253A (en) * 2020-07-23 2020-11-06 中国三冶集团有限公司 Ring type sliding scaffold for corridor and construction method thereof
CN113430929A (en) * 2021-08-04 2021-09-24 中交二公局第五工程有限公司 Self-propelled beam bottom working trolley at central separation zone of bridge
CN115059277A (en) * 2022-06-22 2022-09-16 明阳智慧能源集团股份公司 Composite material layering device in wind power field and manufacturing and using method thereof

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