CN104652803B - Attached electric lifting guide rail scaffold - Google Patents
Attached electric lifting guide rail scaffold Download PDFInfo
- Publication number
- CN104652803B CN104652803B CN201510052827.1A CN201510052827A CN104652803B CN 104652803 B CN104652803 B CN 104652803B CN 201510052827 A CN201510052827 A CN 201510052827A CN 104652803 B CN104652803 B CN 104652803B
- Authority
- CN
- China
- Prior art keywords
- frame
- main frame
- guide rail
- horizontal support
- lifting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 42
- 239000010959 steel Substances 0.000 claims abstract description 42
- 238000000034 method Methods 0.000 claims abstract description 8
- 238000010276 construction Methods 0.000 claims description 21
- 238000009434 installation Methods 0.000 claims description 21
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 238000002360 preparation method Methods 0.000 claims description 4
- 230000009194 climbing Effects 0.000 claims description 3
- 238000011900 installation process Methods 0.000 claims 1
- 239000000463 material Substances 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000036316 preload Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241001310793 Podium Species 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 230000007257 malfunction Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本发明公开了一种附着式电动升降导轨脚手架,包括架体体统、支撑系统、升降系统和安保系统;其中,架体系统包括数节架片拼接而成的主框架,支撑系统包括每榀主框架在安装时的水平支撑和斜拉钢丝绳两种支承方式,水平支撑根、中部用螺栓固定在现浇楼层上,斜拉钢丝绳的两个绳扣其上端系在梁或板的预埋件中,下端绳扣连接系在水平支撑的端部;升降系统包括电动葫芦,电动葫芦里安装电控装置;安保系统包括防坠装置,防坠装置设置在每根水平支撑的端部。本发明提供的附着式电动升降导轨脚手架,降低了工程成本,又提高了工作效率,且安全可靠。
The invention discloses an attached electric lifting guide rail scaffold, which includes a frame body system, a support system, a lifting system and a security system; wherein, the frame body system includes a main When the frame is installed, there are two support methods: horizontal support and cable-stayed steel wire rope. The root and middle of the horizontal support are fixed on the cast-in-place floor with bolts. The upper ends of the two rope buckles of the cable-stayed steel cable are tied to the embedded parts of the beam or plate The rope buckle at the lower end is connected to the end of the horizontal support; the lifting system includes an electric hoist, and an electric control device is installed in the electric hoist; the safety system includes an anti-falling device, and the anti-falling device is arranged at the end of each horizontal support. The attached electric lifting guide rail scaffold provided by the invention reduces the engineering cost, improves the work efficiency, and is safe and reliable.
Description
技术领域technical field
本发明涉及一种高层建筑施工中外脚手架,具体涉及一种附着式电动升降导轨脚手架。The invention relates to a Chinese and foreign scaffold for high-rise building construction, in particular to an attached electric lifting guide rail scaffold.
背景技术Background technique
在高层建筑工程施工中,外脚手架的合理选用对于高层建筑施工安全、施工进度、工程质量及工程成本均有着直接影响。本发明提供的施工方法是在传统脚手架应用的基础上经过多方面的总结和改进,形成了附着式电动升降导轨脚手架施工方法,并经过了多项高层建筑工程的推广应用,同现有的双排悬挑钢管脚手架相比,材料的投入、工人操作的劳动强度、施工的周期等方面的综合性效益都具有明显的改进,并且其构造简单,适用性强,提高工作效率,安全可靠,通过电控升降,操作方便。In the construction of high-rise buildings, the reasonable selection of external scaffolding has a direct impact on the construction safety, construction progress, project quality and project cost of high-rise buildings. The construction method provided by the invention is summarized and improved in many aspects on the basis of the application of traditional scaffolding, forming the construction method of the attached electric lifting guide rail scaffolding, and has been popularized and applied in many high-rise construction projects. Compared with cantilevered steel pipe scaffolding, the comprehensive benefits of material input, labor intensity of workers' operation, and construction period have been significantly improved, and its structure is simple, strong in applicability, improved in work efficiency, safe and reliable, and passed Electric control lift, easy to operate.
发明内容Contents of the invention
本发明所要解决的技术问题是提供一种附着式电动升降导轨脚手架及其施工方法,与钢管扣件式型钢悬挑脚手架比较,本发明既降低了工程成本,又提高了工作效率,且安全可靠。The technical problem to be solved by the present invention is to provide an attached electric lifting guide rail scaffold and its construction method. Compared with the steel pipe fastener type steel cantilevered scaffold, the present invention not only reduces the engineering cost, but also improves the work efficiency, and is safe and reliable. .
本发明为解决上述技术问题提供一种附着式电动升降导轨脚手架,其中,包括架体体统、支撑系统、升降系统和安保系统;To solve the above technical problems, the present invention provides an attached electric lifting guide rail scaffold, which includes a frame system, a support system, a lifting system and a security system;
其中,架体系统包括数节架片拼接而成的主框架,架片的节与节之间均采用螺栓连接,架片包括内立杆和外立杆,内立杆通过两根槽钢和作为防坠轴的圆钢焊接而成,外立杆是由两根钢管拼焊而成,内立杆和外立杆按每节确定的设计高度通过水平杆焊接成型,水平杆之前焊接斜撑,内立杆外侧为移动导轨;Among them, the frame system includes a main frame spliced by several frame pieces, and the joints of the frame pieces are connected by bolts. The frame piece includes an inner pole and an outer pole. The round steel used as the anti-fall shaft is welded, the outer vertical rod is welded by two steel pipes, the inner vertical rod and the outer vertical rod are formed by welding the horizontal rod according to the design height determined by each section, and the diagonal brace is welded before the horizontal rod , the outer side of the inner pole is a moving guide rail;
支撑系统包括每榀主框架在安装时的水平支撑和斜拉钢丝绳两种支承方式,水平支撑根、中部用螺栓固定在现浇楼层上,斜拉钢丝绳的两个绳扣其上端系在梁或板的预埋件中,下端绳扣连接系在水平支撑的端部;The support system includes two support methods: horizontal support and cable-stayed steel wire rope for each main frame during installation. The root and middle part of the horizontal support are fixed on the cast-in-place floor with bolts. In the embedded part of the board, the lower rope buckle connection is tied to the end of the horizontal support;
升降系统包括电动葫芦,电动葫芦里安装电控装置;The lifting system includes an electric hoist, and an electric control device is installed in the electric hoist;
安保系统包括防坠装置,防坠装置设置在每根水平支撑的端部。The safety system includes a fall arrest device arranged at the end of each horizontal support.
上述的附着式电动升降导轨脚手架,其中,内立杆采用6.3﹟的槽钢与φ25@170的圆钢,外立杆采用D48×3.5钢管,斜撑采用D48×3.5钢管。In the above-mentioned attached electric lifting guide rail scaffold, the inner pole adopts 6.3﹟ channel steel and φ25@170 round steel, the outer pole adopts D48×3.5 steel pipe, and the diagonal brace adopts D48×3.5 steel pipe.
上述的附着式电动升降导轨脚手架,其中,水平支撑设有螺栓轴,移动导轨上设有防坠轴,每根水平支撑的端部安装一个C0型M20索具螺栓扣,索具螺栓扣的上端挂在螺栓轴上,下端勾在防坠轴上。The above-mentioned attached electric lifting guide rail scaffold, wherein the horizontal support is provided with a bolt shaft, and the moving guide rail is provided with an anti-fall shaft, and a C0-type M20 rigging bolt buckle is installed at the end of each horizontal support, and the upper end of the rigging bolt buckle Hang on the bolt shaft, and the lower end is hooked on the anti-fall shaft.
上述的附着式电动升降导轨脚手架的施工方法,具体包括:The construction method of the above-mentioned attached electric lifting guide rail scaffolding specifically includes:
(1)、预埋件,预留孔设置;(1) Embedded parts and reserved holes are set;
按照建筑物的结构形式,依据建筑物的结构边长,设计确定预埋件、预留孔的位置,在浇筑混凝土前对各部的预埋件、预留孔设置到位;According to the structural form of the building, according to the structural side length of the building, design and determine the position of the embedded parts and reserved holes, and set the embedded parts and reserved holes in place before pouring concrete;
(2)、架体系统安装;(2), frame system installation;
1)当主框架达到设定高度时,对主框架顶部的水平杆进行抄平并铺设平台板;1) When the main frame reaches the set height, level the horizontal bar on the top of the main frame and lay the platform board;
2)第二节架片以上的安装是随建筑结构升高而升高,始终超过施工层一步架高,架体系统与主体结构的连接是采用制作好的水平支撑固定而成,利用水平支撑控制架体系统的垂直度和稳定性;2) The installation above the frame piece of the second section rises with the rise of the building structure, and is always one step higher than the construction layer. The connection between the frame system and the main structure is fixed by the prepared horizontal support. Control the verticality and stability of the frame system;
(3)、机电设备安装;(3), mechanical and electrical equipment installation;
当架体系统安装将要结束时,在第四步架的水平支撑下安装电动葫芦,每个主框架的同一位置安装一只;When the installation of the frame system is about to end, install electric hoists under the horizontal support of the fourth step frame, and install one at the same position of each main frame;
(4)、架体系统提升;(4) Lifting of the frame system;
支撑系统的各部件必须按照要求设置到位并紧固受力,架体系统升降时要确保每榀主框架的垂直位置有三道水平支撑和两根斜拉钢丝绳;The components of the support system must be set in place and fastened to bear the force according to the requirements. When the frame system is raised and lowered, it is necessary to ensure that there are three horizontal supports and two cable-stayed wire ropes in the vertical position of each main frame;
架体系统的各部连接杆件必须到位,如果是分体升降时,其两体间连接杆件的垂直位置要脱开,不得有任何杆件连在两体上;The connecting rods of each part of the frame system must be in place. If it is a split lift, the vertical position of the connecting rods between the two bodies must be disengaged, and no rods shall be connected to the two bodies;
架体系统所有点位的电动葫芦均由总控箱统一供电,在每个电动葫芦提升点位都设有分控箱,采用串联方式与总控制箱进行连接;The electric hoists at all points of the frame system are powered by the general control box, and there is a sub-control box at each lifting point of the electric hoist, which is connected with the main control box in series;
防坠装置必须安装到位,每榀架片不少于三组防倾导轮装置,每组导轮由四只导轮嵌入导轨槽钢内,当架体系统升降时要保证架体与导轮相对运动,以达到防止架体外倾的作用;The anti-falling device must be installed in place. There are no less than three sets of anti-tilt guide wheel devices for each frame piece. Each set of guide wheels consists of four guide wheels embedded in the channel steel of the guide rail. When the frame system is raised and lowered, ensure that the frame body and the guide wheels Relative movement to achieve the effect of preventing the frame from tilting;
当各项准备工作就绪时,负责提升架体系统的指挥向操控员发出提升指令;到达预定高度为止,系在水平支撑上的钢丝绳扣此时可以移到上层的水平支撑的同一部位,并单独启动电钮开关,使电动葫芦处于半受力状态,当电动葫芦受力后,应将最下一根水平支撑移至顶部并按要求安装牢固,整个主框架的爬升按此程序反复作业直至结束。When all preparations are ready, the commander in charge of lifting the frame system will issue a lifting command to the operator; until the predetermined height is reached, the wire rope buckle tied on the horizontal support can be moved to the same part of the upper horizontal support at this time, and can be lifted separately. Start the button switch to make the electric hoist in a semi-stressed state. When the electric hoist is stressed, move the bottom horizontal support to the top and install it firmly as required. The climbing of the entire main frame is repeated according to this procedure until the end.
当架体系统提升到位后,首先将各层索具螺栓扣恢复到原位,勾住导轨防坠轴上并拧紧使其全部受力,检查各层的斜拉钢丝绳和各螺栓部件应处在受力状态,当上述工作确认牢固无误后,开始对电动葫芦逐个进行松动,使电动葫芦的吊钩恢复到初始位置。When the frame system is lifted in place, first restore the bolt buckle of each layer to its original position, hook the anti-fall shaft of the guide rail and tighten it to make it fully stressed, check that the cable-stayed steel wire ropes of each layer and each bolt part should be in the In the stressed state, when the above work is confirmed to be firm and correct, start to loosen the electric hoist one by one, so that the hook of the electric hoist returns to its original position.
架体系统安装过程中同时铺设脚手板、竹笆片,张设安全网,主框架的底步架铺设脚手板,其他步架均铺设竹笆片,主框架的外立面和底部采用密目安全网张设,对整个主框架实行全封闭。During the installation of the frame system, scaffolding boards and bamboo fence sheets are laid at the same time, and safety nets are set up. The safety net is set up, and the entire main frame is fully closed.
电动葫芦的钢丝绳直径为φ20,其长度按建筑结构标准层高确定,钢丝绳两端绳扣各用四只轧头分别轧紧,绳扣一端挂在水平支撑的螺栓轴上,另一端绕过主框架底部的两只滑轮,挂在电动葫芦的吊钩上,待通电后启动电动葫芦将钢丝绳拉紧。The diameter of the steel wire rope of the electric hoist is φ20, and its length is determined according to the standard floor height of the building structure. The two pulleys at the bottom of the frame are hung on the hooks of the electric hoist. After the power is turned on, the electric hoist is started to tighten the wire rope.
每只电动葫芦配有一只末端开关箱,箱内装有数控显示器、超载警报器和漏电保护开关。Each electric hoist is equipped with an end switch box, which is equipped with a numerical control display, an overload alarm and a leakage protection switch.
总控箱应满足安全使用要求,并配有相应的防雨措施。电缆线接头必须用绝缘防水胶带绑扎牢固。电控装置系统的安装必须持有电工操作证人员完成,严禁无证人员操作。The master control box should meet the requirements for safe use and be equipped with corresponding rainproof measures. Cable joints must be bound firmly with insulating and waterproof tape. The installation of the electronic control device system must be completed by personnel with an electrician operation certificate, and unlicensed personnel are strictly prohibited from operating.
本发明提供的附着式电动升降导轨脚手架,具有如下几方面的有益效果:The attached electric lifting guide rail scaffold provided by the present invention has the following beneficial effects:
构造简单,适用性强。附着式电动升降导轨脚手架是由架体系统、支承系统、升降系统、安保系统四部分组成。安全可靠,装拆方便,操作简单,升降平稳,可整体升降,亦可分体升降,明显缩短了工人的作业时间,减轻了工人的劳动强度,缓解了塔吊的垂直运输量。The structure is simple and the applicability is strong. Attached electric lifting guide rail scaffolding is composed of four parts: frame system, support system, lifting system and security system. It is safe and reliable, easy to assemble and disassemble, simple to operate, stable to lift, can be lifted as a whole, and can also be lifted separately, which significantly shortens the working time of workers, reduces the labor intensity of workers, and eases the vertical transportation volume of the tower crane.
操作方便,提高工效。附着式电动升降导轨脚手架是由制作好的主框架和普通钢管扣件搭设而成。与双排悬挑钢管脚手架相比,材料的投入、工人操作的劳动强度、施工的周期等方面的综合性效益都具有明显优势。Easy to operate and improve work efficiency. The attached electric lifting guide rail scaffolding is made up of a prepared main frame and ordinary steel pipe fasteners. Compared with double-row cantilevered steel pipe scaffolding, it has obvious advantages in terms of material input, labor intensity of workers' operation, and construction period.
防倾装置,安全可靠。附着式电动升降导轨脚手架是由每榀竖向主框架、防倾装置由三组防倾防坠导轮装置组成。当架体升降时与防倾防坠导轮相对运动,达到防止架体外倾的效果。Anti-tilt device, safe and reliable. The attached electric lifting guide rail scaffold is composed of each vertical main frame, and the anti-tilt device is composed of three sets of anti-tilt and anti-fall guide wheel devices. When the frame body is raised and lowered, it moves relatively with the anti-tilt and anti-fall guide wheel to achieve the effect of preventing the frame from tilting outward.
电控升降,功能俱全。附着式电动升降导轨脚手架升降时是由电子数字显示、无线传感遥控、负重传感器组成了一个完整的控制系统。具有专用电控线路、漏电保护、接地保护、超载报警、点控群控等多种功能,具备了较强的安全性、可靠性和操作性。Electric control lifting, complete functions. The attached electric lifting guide rail scaffold is composed of electronic digital display, wireless sensor remote control, and load sensor to form a complete control system when it is lifted. It has multiple functions such as dedicated electric control circuit, leakage protection, grounding protection, overload alarm, point control group control, etc., and has strong safety, reliability and operability.
附图说明Description of drawings
图1为本发明提供的附着式电动升降导轨脚手架的结构示意图。Fig. 1 is a schematic structural view of the attached electric lifting guide rail scaffold provided by the present invention.
图中:In the picture:
1 导柱 2 升降系统 3 防坠放置 4 主框架 5 水平横梁 6 电柜 。1 Guide column 2 Lifting system 3 Fall prevention placement 4 Main frame 5 Horizontal beam 6 Electric cabinet.
具体实施方式detailed description
下面结合附图和实施例对本发明作进一步的描述。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1为本发明提供的附着式电动升降导轨脚手架的结构示意图。Fig. 1 is a schematic structural view of the attached electric lifting guide rail scaffold provided by the present invention.
本发明提供的附着式电动升降导轨脚手架施工技术,附着脚手架通过设置于外墙面的竖向导轨,利用滚轮沿竖向导轨进行电动提升。本发明依据工程结构外形特征,以每段外围脚手架作为最小单元,采用单元组拼安装,多元平面组合,立面遥控升降施工,其工作原理是依靠电动提升机提供动力,逐层后置的导轨钢梁作为提升架导向装置及提升后的架体固定点,操作人员根据施工要求进行遥控升降,循环使用。The construction technology of the attached electric lifting guide rail scaffold provided by the present invention, the attached scaffold passes through the vertical guide rail arranged on the outer wall surface, and uses rollers to perform electric lifting along the vertical guide rail. According to the appearance characteristics of the engineering structure, the present invention takes each section of peripheral scaffolding as the smallest unit, adopts unit group assembly, multi-plane combination, and remote control lifting construction of the facade. The steel beam is used as the guide device of the lifting frame and the fixing point of the lifted frame body, and the operator can perform remote control lifting and lowering according to the construction requirements for recycling.
系统构成:System Components:
1、架体系统。1. Frame system.
架体系统是由五节架片拼接成的一榀主框架。框架内立杆采用两根6.3﹟槽钢与φ25@170的圆钢焊接而成,圆钢为防坠轴,外立杆采用两根D48×3.5钢管拼焊成双立杆。五步架以上采用单立杆,内立杆、外立杆按每节确定的设计高度通过水平杆件焊接成型。架片节与节之间均采用螺栓连接,主要是便于装拆。拼接后的主框架高度为16.65m,即九步架高,每步架高度均为1.85m,架宽0.9m,加顶部平台防护栏杆主框架的总高度为18m。The frame system is a main frame spliced by five frame pieces. The inner pole of the frame is welded by two 6.3﹟ channel steel and φ25@170 round steel. The round steel is the anti-fall shaft, and the outer pole is welded by two D48×3.5 steel pipes to form a double pole. A single pole is used for the five-step frame and above, and the inner pole and outer pole are formed by welding horizontal poles according to the design height determined by each section. The frame sections are connected by bolts, which is mainly for easy assembly and disassembly. The height of the main frame after splicing is 16.65m, that is, the nine-step frame height, each frame height is 1.85m, and the frame width is 0.9m. The total height of the main frame with the protective railing on the top platform is 18m.
主框架的水平杆、斜撑、均采用D48×3.5钢管,形成整体主框架。主框架的设立间距按照建筑物的边长确定。一般控制在4-4.5m之间设置一榀主框架为宜。每个步架平台采用竹片铺设,主要是材质轻,又能起到隔离作用。主框架最底和7-9步架平台均采用3cm厚的木板铺设,主要考虑该部位是重点施工操作层。主框架的外侧和底部均采用密目安全网封闭。The horizontal rods and diagonal braces of the main frame are all made of D48×3.5 steel pipes to form the overall main frame. The spacing of the main frame is determined according to the side length of the building. Generally, it is advisable to set a main frame between 4-4.5m. Each step platform is paved with bamboo chips, mainly because the material is light and can also play an isolation role. The bottom of the main frame and the 7-9 step platform are all laid with 3cm thick wooden boards, mainly considering that this part is the key construction operation layer. The outside and bottom of the main frame are closed with a dense mesh safety net.
2、支撑系统。2. Support system.
每榀主框架在安装时由水平支撑和斜拉钢丝绳两种支承方法与主体结构连接而成。水平支撑作用是控制架体的垂直、架体的稳定、架体的限位和安全保险功能。水平支撑的制作材料采用两根10﹟槽钢拼焊而成,安装时水平支撑根、中部用φ36高强螺栓固定在现浇楼层上,沿主框架的高度每榀配置三根,分三层设置。Each main frame is connected with the main structure by two supporting methods of horizontal support and cable-stayed steel wire rope during installation. The function of horizontal support is to control the verticality of the frame, the stability of the frame, the limit of the frame and the safety insurance function. The horizontal support is made of two pieces of 10﹟ channel steel tailor-welded. During installation, the horizontal support root and the middle part are fixed on the cast-in-place floor with φ36 high-strength bolts. Three pieces are arranged on each side along the height of the main frame, and they are arranged in three floors.
斜拉钢丝绳主要是用于承受主框架的荷载,通过水平支撑将荷载传递到斜拉钢丝绳上,使其与水平支撑起到相互依托的作用。斜拉钢丝绳直径为φ16,长短应根据结构楼层高低而确定。钢丝绳的两个绳扣其上端系在梁板的预埋件中,下端绳扣连接C0型M20索具螺栓扣系在水平支撑的端部,使其与水平支撑共同承受架体荷载。The cable-stayed wire rope is mainly used to bear the load of the main frame, and the load is transmitted to the cable-stayed wire rope through the horizontal support, so that it and the horizontal support play a role of mutual support. The diameter of the cable-stayed wire rope is φ16, and the length should be determined according to the height of the structural floor. The upper end of the two rope buckles of the steel wire rope is tied to the embedded part of the beam slab, and the lower end rope buckle is connected to the C0 type M20 rigging bolt buckle and tied to the end of the horizontal support, so that it can bear the load of the frame together with the horizontal support.
3、升降系统。3. Lifting system.
主框架是由整体电控系统组成。在每榀主框架的第四步架的钢梁上吊一只DHP7.5电动葫芦,并安装电控装置。其功能有:数字显示、无线遥控、重量传感、超载保护、漏电保护等。主框架可整体升降亦可分体升降;可以群控亦可点控。具有较强的可控性。The main frame is composed of the overall electric control system. Hang a DHP7.5 electric hoist on the steel beam of the fourth step frame of each main frame, and install the electric control device. Its functions include: digital display, wireless remote control, weight sensor, overload protection, leakage protection, etc. The main frame can be raised and lowered as a whole or separately; it can be group controlled or point controlled. It has strong controllability.
4、安保系统4. Security system
1)主框架防坠装置安全保护。主框架防坠装置的作用是:当主框架在正常状态受力时能自动将主框架导轨托住。它设置在每根水平支撑的端部,通过摆针的原理,当主框架万一失控时自动将导轨防坠轴托起,使其受力而起到防坠作用。1) Safety protection of the main frame anti-drop device. The function of the main frame anti-falling device is: when the main frame is stressed in a normal state, it can automatically support the main frame guide rail. It is installed at the end of each horizontal support. Through the principle of swinging needles, when the main frame loses control, it will automatically hold up the anti-fall shaft of the guide rail, so that it can be stressed and play the role of anti-fall.
2)主框架二道防坠装置安全保护。当主框架就位后,除配有防坠装置外,另外在每根水平支撑的端部,防坠装置的下方,安装一只C0型M20索具螺栓扣。螺栓扣的上端挂在水平支撑的螺栓轴上,下端勾在导轨的防坠轴上使其受力,起到防坠双保险作用。2) The main frame is protected by two anti-drop devices. When the main frame is in place, in addition to the anti-fall device, a C0-type M20 rigging bolt buckle is installed at the end of each horizontal support and below the anti-fall device. The upper end of the bolt buckle is hung on the horizontally supported bolt shaft, and the lower end is hooked on the anti-fall shaft of the guide rail so that it is stressed, which plays the role of anti-fall double insurance.
施工要点:Construction points:
1、预埋件和预留孔设置。1. Setting of embedded parts and reserved holes.
按照建筑物的结构形式,依据建筑物的结构边长,设计确定预埋件、预留孔的位置。在浇筑混凝土前对各部的预埋件、预留孔设置到位。本工程的预埋件采用5mm厚的钢板圈固定在水平支撑中部的高强螺栓下,主要是用于安装斜拉钢丝绳。当水平支撑受力时起到控拉作用。预留孔设置在每层现浇楼板上,主要是用于安装水平支撑时起到固定螺栓的作用。According to the structural form of the building, according to the structural side length of the building, design and determine the position of the embedded parts and reserved holes. Set the embedded parts and reserved holes in place before pouring concrete. The embedded parts of this project are fixed under the high-strength bolts in the middle of the horizontal support with 5mm thick steel rings, which are mainly used to install cable-stayed wire ropes. When the horizontal support is stressed, it plays a role in controlling tension. Reserved holes are set on each cast-in-place slab, mainly for fixing bolts when installing horizontal supports.
2、主框架安装。2. Main frame installation.
1)当落地架达到设定高度时,对落地架顶部的水平杆进行抄平并铺设平台板。本工程落地架的平台设在结构五层楼面即裙房顶部。当准备安装搭设主框架时,依据设定的位置先对第一节架片进行定位放线。第一节架片为两步架,高3.7m,架片间的距离一般为4—4.5m为宜,用钢管扣件将各节架片相互连接,按照双排钢管脚手架的搭设方法进行搭设。1) When the landing frame reaches the set height, level the horizontal bar on the top of the landing frame and lay the platform board. The platform of the landing frame of this project is set on the fifth floor of the structure, that is, the top of the podium. When preparing to install and set up the main frame, first position and set out the first frame piece according to the set position. The first section of the frame is a two-step frame with a height of 3.7m. The distance between the frames is generally 4-4.5m. The steel pipe fasteners are used to connect each section of the frame. .
2)第二节架片以上的安装是随建筑结构升高而升高,始终超过施工层一步架高。当主框架总高度达到16.65m设计高度时,整个主框架安装已经到顶。架体与主体结构的连接是采用制作好的水平支撑固定而成。利用水平支撑控制主框架的垂直度和稳定性。2) The installation above the second section of the frame rises with the rise of the building structure, and is always one step higher than the construction layer. When the total height of the main frame reaches the design height of 16.65m, the installation of the entire main frame has reached the top. The connection between the frame body and the main structure is fixed by the prepared horizontal support. Use horizontal supports to control the verticality and stability of the main frame.
3)主框架安装过程中同时铺设脚手板、竹笆片,张设安全网。根据实际施工操作的需要,主框架的底步架和7、8、9步架应铺设脚手板,其他步架均铺设竹笆片。主框架的外立面和底部采用密目安全网张设,对整个主框架实行全封闭,做到防护到位,不出现任何漏洞。3) During the installation of the main frame, scaffolding boards, bamboo fences and safety nets shall be laid at the same time. According to the needs of actual construction operations, scaffolding boards should be laid on the bottom steps of the main frame and steps 7, 8, and 9, and bamboo fences should be laid on other steps. The outer facade and bottom of the main frame are set up with a dense mesh safety net, and the entire main frame is fully enclosed, so that the protection is in place and there are no loopholes.
3、机电设备安装。3. Mechanical and electrical equipment installation.
1)当主框架安装将要结束时,在第四步架的钢梁下安装电动葫芦。每个主框架的同一位置安装一只。电动葫芦吊挂在钢梁扣上。电动葫芦铁链要顺直,不翻链,不扭链,保证其升降时转动灵活,顺畅无碍。1) When the installation of the main frame is about to end, install the electric hoist under the steel beam of the fourth step frame. Install one at the same position of each main frame. The electric hoist is hung on the steel beam buckle. The iron chain of the electric hoist should be straight and straight, without turning over or twisting the chain, so as to ensure that it can rotate flexibly and smoothly when it is raised and lowered.
2)电动葫芦的钢丝绳直径为φ20,其长度按建筑结构标准层高确定。本工程标准层高3.7m,钢丝绳的净长是结构标准层高的两倍。钢丝绳两端绳扣各用四只轧头分别轧紧。绳扣一端挂在水平支撑的螺栓轴上,另一端绕过主框架底部的两只滑轮,挂在电动葫芦的吊钩上,待通电后启动电动葫芦将钢丝绳拉紧。2) The diameter of the wire rope of the electric hoist is φ20, and its length is determined according to the standard floor height of the building structure. The standard story height of this project is 3.7m, and the net length of the steel wire rope is twice the standard story height of the structure. The rope buckles at both ends of the steel wire rope are respectively crimped tightly with four crimping heads. One end of the rope buckle is hung on the horizontally supported bolt shaft, and the other end goes around the two pulleys at the bottom of the main frame and hangs on the hook of the electric hoist. After the power is turned on, the electric hoist is started to tighten the wire rope.
3)电缆线的安装应沿主框架的周长,布设在电动葫芦位置的同一步架内。如果架体出现分体升降时,应根据需要在分体处留设相应长度的电缆线,满足其高差升(降)的需要。3) The cables should be installed along the perimeter of the main frame and arranged in the same step frame as the position of the electric hoist. If the frame body rises and falls separately, a corresponding length of cable should be left at the split part according to the needs to meet the needs of its height difference rise (fall).
4)每只电动葫芦配有一只末端开关箱,箱内装有数控显示器、超载警报器和漏电保护开关。电控柜应满足安全使用要求,并配有相应的防雨措施。电缆线接头必须用绝缘防水胶带绑扎牢固。电控装置系统的安装必须持有电工操作证人员完成,严禁无证人员操作。4) Each electric hoist is equipped with an end switch box, which is equipped with a numerical control display, an overload alarm and a leakage protection switch. The electric control cabinet should meet the requirements for safe use and be equipped with corresponding rainproof measures. Cable joints must be bound firmly with insulating and waterproof tape. The installation of the electronic control device system must be completed by personnel with an electrician operation certificate, and unlicensed personnel are strictly prohibited from operating.
4、主框架提升。4. The main frame is improved.
1)主框架提升前的准备工作1) Preparations before the main frame is lifted
①组织机构的落实,各施工人员应分工明确,责任到人。① For the implementation of the organizational structure, the construction personnel should have a clear division of labor and assign responsibilities to individuals.
②支撑系统的各部件必须按照要求设置到位并紧固受力。位置偏差应控制在允许范围内。如果出现超出范围,应及时纠正调整到位。主框架升降时要确保每榀主框架的垂直位置有三道水平支撑和两根斜拉钢丝绳。②All components of the support system must be set in place and tightened to bear force as required. The position deviation should be controlled within the allowable range. If it is out of range, it should be corrected and adjusted in place in time. When the main frame is lifted, it is necessary to ensure that there are three horizontal supports and two cable-stayed wire ropes in the vertical position of each main frame.
③架体系统的各部连接杆件必须到位。如果是分体升降时,其两体间连接杆件的垂直位置要脱开,不得有任何杆件连在两体上。特别是塔吊附墙杆件的部位要确保分体升降时上下畅通。③The connecting rods of each part of the frame system must be in place. If it is split lifting, the vertical position of the connecting rod between the two bodies must be disengaged, and no rod must be connected to the two bodies. In particular, the part of the tower crane attached to the wall must ensure that the upper and lower parts are unimpeded when lifting separately.
④升降系统首先要保证电控装置齐全无缺。如果有损坏或失灵要及时更换,不能带病作业。主框架所有点位的电动葫芦均由总控箱统一供电。在每个电动葫芦提升点位都设有分控箱,采用串联方式与总控制箱进行连接。电动葫芦要安装牢固,铁链要顺直。钢丝绳要入滑轮槽,要确保电动葫芦的吊钩在运转时上下畅通无阻。当具备提升条件时,对电动葫芦逐个进行预载,使电动葫芦钢丝绳处在半受力状态。一般预载的重量控制在1.5T即可。④The lifting system must first ensure that the electronic control device is complete. If it is damaged or malfunctions, it must be replaced in time, and it is not allowed to work while sick. The electric hoists at all points of the main frame are uniformly powered by the master control box. There is a sub-control box at each lifting point of the electric hoist, which is connected with the main control box in series. The electric hoist should be installed firmly and the iron chain should be straight. The wire rope should go into the pulley groove, and the hook of the electric hoist must be unimpeded up and down during operation. When the lifting conditions are met, preload the electric hoist one by one, so that the electric hoist wire rope is in a semi-stressed state. Generally, the preload weight can be controlled at 1.5T.
⑤安保系统主要是由电动葫芦的钢丝绳,索具螺栓扣和防坠器组成。根据理论计算,主框架所用材料的重量为0.6T/m左右。根据实际架体在提升时的重量每只电动葫芦承受的重量为2.4T左右。升降时由电动葫芦钢丝绳独立承受架体的重量。因此在升降时要松掉索具螺栓扣。⑤The security system is mainly composed of the wire rope of the electric hoist, the rigging bolt buckle and the fall arrester. According to theoretical calculations, the weight of the material used for the main frame is about 0.6T/m. According to the weight of the actual frame when lifting, the weight of each electric hoist is about 2.4T. When lifting, the electric hoist wire rope independently bears the weight of the frame body. Therefore, the rigging bolt buckle should be loosened when lifting.
防坠装置必须安装到位。每榀架片不少于三组防倾导轮装置,每组导轮由四只导轮嵌入导轨槽钢内。当架体升降时要保证架体与导轮相对运动,以达到防止架体外倾的作用。Fall arrest devices must be in place. There are no less than three sets of anti-tilt guide wheel devices for each frame piece, and each set of guide wheels consists of four guide wheels embedded in the channel steel of the guide rail. When the frame body is raised and lowered, it is necessary to ensure that the frame body and the guide wheel move relative to each other, so as to prevent the frame body from tilting outward.
2)主框架的提升操作。当各项准备工作就绪时,负责提升主框架的指挥向操控员发出提升指令。遥控器应设置初始提升的时间,一般设置时间为1min。当设定的时间结束时,提升自动停止,这时提升的高度约为10cm左右。巡视人员可利用暂停时间对主框架各部进行检查,发现有碍提升的异常情况,要及时排除。确认情况正常时,操控员再次按动遥控器进入正式提升阶段,到达预定高度为止。提升速度为12cm/min。如果顺利的话,3.7m层高提升时间应在35-40min内完成。2) The lifting operation of the main frame. When all the preparations are ready, the commander in charge of lifting the main frame issues a lifting instruction to the operator. The remote controller should set the initial lifting time, and the general setting time is 1min. When the set time is over, the lifting will stop automatically, and the lifting height will be about 10cm at this time. The inspectors can use the pause time to check the parts of the main frame, and if they find any abnormalities that hinder the lifting, they should be eliminated in time. After confirming that the situation is normal, the operator presses the remote control again to enter the formal lifting stage until reaching the predetermined height. The lifting speed is 12cm/min. If it goes well, the lifting time for the 3.7m floor height should be completed within 35-40min.
5、主框架提升到位后的工作5. Work after the main frame is lifted in place
1)当主框架提升到位后,首先将各层索具螺栓扣恢复到原位,勾住导轨防坠轴上并拧紧使其全部受力。1) When the main frame is lifted to the position, first restore the bolts of each layer of rigging to the original position, hook the anti-fall shaft of the guide rail and tighten it to make it fully stressed.
2)检查各层的斜拉钢丝绳和各螺栓部件应处在受力状态。2) Check that the cable-stayed steel wire ropes of each layer and each bolt part should be under stress.
3)当上述工作确认牢固无误后,开始对电动葫芦逐个进行松动,使电动葫芦的吊钩恢复到初始位置。3) After the above work is confirmed to be firm and correct, start to loosen the electric hoist one by one, so that the hook of the electric hoist returns to its original position.
4)系在水平支撑上的钢丝绳扣此时可以移到上层的水平支撑的同一部位,并单独启动电钮开关,使电动葫芦处于半受力状态。显示器显示数据为1.5T即可。4) The wire rope buckle tied on the horizontal support can be moved to the same part of the upper horizontal support at this time, and the button switch is activated separately, so that the electric hoist is in a semi-stressed state. The display shows that the data is 1.5T.
5)当电动葫芦受力后,应将最下一根水平支撑移至顶部并按要求安装牢固。整个主框架的爬升按此程序反复作业直至结束。5) When the electric hoist is stressed, the lowest horizontal support should be moved to the top and installed firmly as required. The climbing of the whole main frame is repeated until the end according to this procedure.
虽然本发明已以较佳实施例揭示如上,然其并非用以限定本发明,任何本领域技术人员,在不脱离本发明的精神和范围内,当可作些许的修改和完善,因此本发明的保护范围当以权利要求书所界定的为准。Although the present invention has been disclosed above with preferred embodiments, it is not intended to limit the present invention. Any person skilled in the art may make some modifications and improvements without departing from the spirit and scope of the present invention. Therefore, the present invention The scope of protection should be defined by the claims.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510052827.1A CN104652803B (en) | 2015-02-02 | 2015-02-02 | Attached electric lifting guide rail scaffold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510052827.1A CN104652803B (en) | 2015-02-02 | 2015-02-02 | Attached electric lifting guide rail scaffold |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104652803A CN104652803A (en) | 2015-05-27 |
| CN104652803B true CN104652803B (en) | 2017-06-13 |
Family
ID=53244387
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510052827.1A Expired - Fee Related CN104652803B (en) | 2015-02-02 | 2015-02-02 | Attached electric lifting guide rail scaffold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104652803B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836958A (en) * | 2017-03-07 | 2017-06-13 | 河北德普电器有限公司 | Electric intelligent lifts rail bar |
| CN111456527A (en) * | 2020-04-13 | 2020-07-28 | 上海建工二建集团有限公司 | An externally mounted integral lifting enclosure system |
| CN111910904A (en) * | 2020-08-13 | 2020-11-10 | 恒强(天津)模架有限公司 | Attached lifting operation safety protection platform guide rail for building construction |
| CN112227695B (en) * | 2020-10-12 | 2022-01-04 | 厦门安科科技有限公司 | Lifting construction method of integrated type climbing frame system |
| CN113175203A (en) * | 2021-05-07 | 2021-07-27 | 苏茂兵 | Method for setting lifting power equipment in attached lifting scaffold |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2642925Y (en) * | 2003-09-15 | 2004-09-22 | 王卫星 | Attached beam type lifting scaffold for high-rise building |
| CN201714053U (en) * | 2010-06-18 | 2011-01-19 | 崔玉平 | Adhered lifting scaffold |
| CN202441045U (en) * | 2012-02-27 | 2012-09-19 | 陕西建工集团第六建筑工程有限公司 | Rail-type electric attached lifting scaffold |
| CN103924776A (en) * | 2013-01-11 | 2014-07-16 | 姚磊 | Attached lifting scaffold |
| CN203373954U (en) * | 2013-05-24 | 2014-01-01 | 陈伟明 | An attached lifting scaffold or scaffolding |
-
2015
- 2015-02-02 CN CN201510052827.1A patent/CN104652803B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN104652803A (en) | 2015-05-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104074349B (en) | A kind of new-type protection type attachment type raise scaffold | |
| CN104652803B (en) | Attached electric lifting guide rail scaffold | |
| KR101370981B1 (en) | Cage rail climbing system | |
| CN205077885U (en) | Hydraulic intelligent climbing protection platform for core tube of building | |
| CN116136122A (en) | An integrated attached inclined lifting climbing frame system and its use method | |
| CN204782031U (en) | Interior climbing tower hangs entrance to a cave from promoting safety protection platform | |
| CN111395730A (en) | Curtain wall construction system and method suitable for high-rise building with special-shaped giant columns | |
| CN102556890B (en) | Self-lifting mounting platform for steel head material hoister and mounting method for mounting platform | |
| CN102168484B (en) | External hanging scaffold and application method thereof | |
| CN106150057B (en) | A kind of split blade type hydraulic pressure lift climbing frame | |
| CN203924662U (en) | A kind of attaching integral lifting scaffold | |
| CN202379620U (en) | Lifting and operating platform comprehensive equipment | |
| CN101876209B (en) | Supertall building core tube construction safety fire protection system and device | |
| CN108118885B (en) | vertical moving type protection platform and application thereof in steel structure column butt joint construction | |
| TW201604119A (en) | Double safety lift cage structure | |
| CN215167838U (en) | Movable overhung suspension type operating platform | |
| CN219327296U (en) | Attached lifting scaffold mounting structure | |
| CN209568688U (en) | A kind of elevating construction platform | |
| CN108035530A (en) | A kind of inner wall of oil tank construction hanging basket | |
| CN206110636U (en) | Burst formula hydraulic lifting climbs frame | |
| CN212613654U (en) | Curtain wall construction system suitable for high-rise building with special-shaped giant columns | |
| JP2006144402A (en) | Constructing method of scaffolding for high-rise building and dismantling method | |
| CN209924407U (en) | Combined working platform for steel structure high-altitude installation | |
| AU2015268774B1 (en) | A system for installing façade panels on a building being constructed | |
| CN205000632U9 (en) | From jumping formwork job platform |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB03 | Change of inventor or designer information |
Inventor after: Song Jianye Inventor after: Shao Teyue Inventor after: Yan Yingan Inventor after: Qian Jianfeng Inventor after: Shao Qi Inventor after: Sheng Yong Inventor after: Dai Feng Inventor after: Tang Yun Inventor after: Sun Yuying Inventor before: Cheng Jun |
|
| CB03 | Change of inventor or designer information | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20170516 Address after: 214500, No. 1, New South Road, Jingjiang people's road, Taizhou, Jiangsu Applicant after: POWER CONSTRUCTION GROUP CO.,LTD. Address before: Tongzhou District Xingyuan road Jiangsu city of Nantong province sunshine mansion 226300 Building No. 63 room 2201 Applicant before: Cheng Jun |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20170613 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |