CN103276886A - Overhanging frame at position of high-rise building sloping roof outer eave window and construction method thereof - Google Patents
Overhanging frame at position of high-rise building sloping roof outer eave window and construction method thereof Download PDFInfo
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Abstract
一种高层建筑斜屋面外檐窗口处悬挑架及其施工方法,这种悬挑架包括内侧双立杆、内侧扫地杆、从窗口四角处悬挑出的四根外挑水平杆、分别搭设于窗口内侧和外侧的顺水杆,以及搭设于窗口外侧的大横杆、立杆、小横杆、脚手板、水平安全网、立面安全网、水平大网眼和立面大网眼。外挑水平杆在窗口内侧与内侧双立杆搭设成井字形。窗口外侧的大横杆搭设有上下两根,立杆下部与上下两根大横杆连接,立杆上部连接小横杆。脚手板铺设于下排从窗口悬挑出的外挑水平杆上。本发明能够保证施工安全、施工速度快、质量易保证、综合费用低,较好地解决了斜屋面高层建筑外檐施工及防护问题,达到了安全、经济、施工速度快、施工质量易保证的技术效果。
A cantilever frame at the outer eave window of a high-rise building and a construction method thereof. The cantilever frame includes inner double vertical poles, an inner sweeping pole, and four outer horizontal poles suspended from the four corners of the window. Downstream rods on the inside and outside of the window, and large crossbars, vertical rods, small crossbars, scaffolding boards, horizontal safety nets, facade safety nets, horizontal large meshes and facade large meshes erected on the outside of the window. The outer horizontal rod is set up on the inner side of the window and the inner double vertical rod to form a well shape. The large horizontal bar on the outside of the window is provided with two upper and lower bars, the lower part of the vertical bar is connected with the upper and lower two large horizontal bars, and the upper part of the vertical bar is connected with the small horizontal bar. The scaffolding boards are laid on the lower row of horizontal bars cantilevered from the windows. The invention can ensure construction safety, fast construction speed, easy quality assurance and low comprehensive cost, and better solve the construction and protection problems of the outer eaves of high-rise buildings with sloped roofs, achieving safety, economy, fast construction speed and easy construction quality assurance technical effect.
Description
技术领域 technical field
本发明涉及一种建筑脚手架,特别是一种高层建筑坡屋面外檐施工及防护用的悬挑架及其施工方法。 The invention relates to a building scaffolding, in particular to a cantilever frame for construction and protection of the outer eaves of a high-rise building slope and a construction method thereof.
背景技术 Background technique
高层建筑外檐施工方式的选择往往决定着外檐施工安全、施工速度、施工质量和综合成本。采用传统的落地式单(双)排钢管脚手架或型钢悬挑式脚手架进行外檐施工时,需从上至下边施工边拆除脚手架,脚手架占用周期较长、综合费用较高,且需在外檐施工阶段进行各种洞口的封堵和墙面处理,施工速度较慢,施工质量不易保证。采用吊篮方式进行外檐施工时,在结构脚手架拆除阶段就进行了各种洞口的封堵和墙面处理,因此施工速度较快,质量好,但是对斜屋面高层建筑而言,吊篮方式无法进行斜屋面部分的外檐施工,且屋面的安全防护不易解决。 The choice of construction method for the outer eaves of high-rise buildings often determines the construction safety, construction speed, construction quality and comprehensive cost of the outer eaves. When using traditional floor-standing single (double) row steel pipe scaffolding or section steel cantilevered scaffolding for outer eaves construction, it is necessary to remove the scaffolding from top to bottom while constructing. The sealing of various openings and the treatment of the wall surface will be carried out in the first stage, the construction speed is relatively slow, and the construction quality is not easy to guarantee. When the hanging basket method is used for the construction of the outer eaves, various openings are blocked and wall surface treatment is carried out during the dismantling stage of the structural scaffolding, so the construction speed is fast and the quality is good. However, for high-rise buildings with inclined roofs, the hanging basket method It is impossible to carry out the construction of the outer eaves of the sloped roof, and the safety protection of the roof is not easy to solve.
发明内容 Contents of the invention
本发明提供一种高层建筑斜屋面外檐窗口处悬挑架及其施工方法,要解决现有外檐施工用脚手架占用周期长、施工速度慢、施工质量不易保证、安全性差的技术问题。 The invention provides a cantilever frame at the window of the outer eaves of a sloping roof of a high-rise building and a construction method thereof, which solve the technical problems of long occupation period, slow construction speed, difficulty in ensuring construction quality, and poor safety of existing scaffolding used for eaves construction.
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:
这种高层建筑斜屋面外檐窗口处悬挑架,包括内侧双立杆、内侧扫地杆、从窗口四角处悬挑出的四根外挑水平杆、分别搭设于窗口内侧和外侧的顺水杆,以及搭设于窗口外侧的大横杆、立杆、小横杆、脚手板、水平安全网、立面安全网、水平大网眼和立面大网眼; This kind of cantilever frame at the window of the outer eaves of the sloping roof of a high-rise building includes double vertical poles on the inside, sweeping poles on the inside, four horizontal poles hanging from the four corners of the window, and water-shunning poles on the inside and outside of the window respectively. And the large crossbars, vertical poles, small crossbars, scaffolding boards, horizontal safety nets, facade safety nets, horizontal large meshes and facade large meshes erected on the outside of the window;
所述外挑水平杆在窗口内侧与内侧双立杆搭设成井字形,内侧双立杆顶部和底部由油托分别与屋面顶板和楼板顶紧,内侧双立杆底部还与内侧扫地杆连接; The outer horizontal rods are set up on the inner side of the window and the inner double vertical rods to form a well shape, the top and bottom of the inner double vertical rods are respectively pressed against the roof and the floor by the oil tray, and the bottom of the inner double vertical rods is also connected to the inner sweeping rod;
所述窗口内侧和外侧的顺水杆两两平行设置,并与外挑水平杆锁紧固定; The parallel rods on the inner side and the outer side of the window are arranged in parallel, and locked and fixed with the horizontal rods on the outside;
所述窗口外侧的大横杆搭设有上下两根,上下两根大横杆分别与上下两排从窗口悬挑出的外挑水平杆端部连接;所述立杆竖向间隔设置,立杆下部与上下两根大横杆连接,立杆上部连接小横杆;所述脚手板铺设于下排从窗口悬挑出的外挑水平杆上,水平安全网和水平大网眼悬挂于脚手板下方,立面安全网和立面大网眼悬挂于立杆外侧。 The large horizontal bar on the outside of the window is erected with two upper and lower large horizontal bars, which are respectively connected with the ends of the upper and lower rows of horizontal bars suspended from the window; the vertical bars are vertically spaced apart, and the vertical bars The lower part is connected with the upper and lower two large horizontal bars, and the upper part of the vertical bar is connected with the small horizontal bar; the scaffolding board is laid on the lower row of horizontal rods suspended from the window, and the horizontal safety net and large horizontal mesh are hung under the scaffolding board , the facade safety net and the facade large mesh are suspended on the outside of the pole.
所述窗口内侧还设有内侧斜拉杆,内侧斜拉杆顶部由油托与屋面顶板顶紧,内侧斜拉杆下部分别与外挑水平杆和内侧扫地杆连接。 The inner side of the window is also provided with an inner diagonal tie rod, the top of the inner diagonal tie rod is tightened by the oil tray and the roof top plate, and the lower part of the inner diagonal tie rod is respectively connected with the external horizontal rod and the inner sweeping rod.
所述立杆与外挑水平杆之间还连接有交叉设置的外侧斜拉杆。 Outer diagonal stay rods arranged crosswise are also connected between the vertical rod and the horizontal rod protruding outward.
所述顺水杆与混凝土墙面之间加垫有木方。 Wood squares are padded between the downstream rod and the concrete wall.
所述外挑水平杆与窗口处的混凝土墙面之间加垫有木方。 Wood squares are placed between the overhanging horizontal bar and the concrete wall at the window.
所述内侧双立杆顶部与屋面顶板之间加垫有木方,底部与楼板之间加垫有木方。 Wooden squares are padded between the top of the inner double poles and the roof top plate, and wooden squares are padded between the bottom and the floor slab.
这种高层建筑斜屋面外檐窗口处悬挑架的施工方法,施工步骤如下: The construction method of the cantilever frame at the window of the outer eaves of the inclined roof of this high-rise building, the construction steps are as follows:
步骤一,内侧双立杆搭设,内侧双立杆顶部和底部由油托分别与屋面顶板和楼板顶紧; Step 1: Erection of the inner double vertical poles, the top and bottom of the inner double vertical poles are respectively tightened with the roof top and the floor by oil trays;
步骤二,内侧扫地杆搭设,内侧扫地杆与内侧双立杆底部连接; Step 2: The inner sweeping pole is erected, and the inner sweeping pole is connected to the bottom of the inner double vertical pole;
步骤三,外挑水平杆搭设,从窗口四个角悬挑出四根外挑水平杆,外挑水平杆在窗口内侧与内侧双立杆搭设成井字形; Step 3: Erection of the overhanging horizontal rods. Four outrigger horizontal rods are cantilevered from the four corners of the window, and the overhanging horizontal rods are erected on the inner side of the window and the inner double vertical rods to form a well shape;
步骤四,顺水杆搭设,将窗口内侧和外侧的顺水杆两两平行设置,并与外挑水平杆锁紧固定; Step 4: Set up the downstream rods, set the downstream rods on the inside and outside of the window in parallel, and lock and fix them with the horizontal rods on the outside;
步骤五,搭设外侧脚手架,先将上下两根大横杆分别与上下两排从窗口悬挑出的外挑水平杆端部连接;再将竖向间隔设置的立杆下部与上下两根大横杆连接,在立杆上部连接小横杆;然后在下排从窗口悬挑出的外挑水平杆上铺设脚手板,在脚手板下方的架体上悬挂水平安全网和水平大网眼,在立杆外侧悬挂立面安全网和立面大网眼。 Step 5: To set up the outer scaffolding, firstly connect the upper and lower two large horizontal bars to the ends of the upper and lower rows of horizontal bars cantilevered from the window; Rod connection, connect the small horizontal bar on the upper part of the vertical bar; then lay the scaffolding board on the horizontal rod hanging out from the window in the lower row, hang the horizontal safety net and the horizontal large mesh on the frame under the scaffolding board, and install it on the vertical rod The outer side hangs the safety net of the facade and the large mesh of the facade.
本发明的特点如下: Features of the present invention are as follows:
本发明利用悬挑水平杆作为悬挑架的支撑结构,在其上搭设立杆、横杆、斜拉杆等构件,使之形成连续、稳定的结构,然后铺设脚手板、悬挂安全网,最终形成供外檐施工和屋面防护用的封闭平台。悬挑水平杆的直径和悬挑长度、悬挑架的整体构造根据施工时产生的各种荷载经计算和设计确定。悬挑架通过连系构件与主体结构进行固定,以确保悬挑架稳定、安全、可靠。施工时,各种竖向和水平荷载作用在悬挑架上,并通过悬挑水平杆传递给连系构件,最终传递给主体结构。本发明所需材料为常规钢管及卡扣、U托、木质脚手板、密目网及大眼网等常用周转材料。 The present invention uses cantilevered horizontal rods as the supporting structure of the cantilevered frame, and erects vertical rods, horizontal rods, diagonal rods and other components on it to form a continuous and stable structure, then lays scaffolding boards, hangs safety nets, and finally forms Enclosed platform for eaves construction and roof protection. The diameter and length of the cantilevered horizontal bar and the overall structure of the cantilever frame are calculated and designed according to various loads generated during construction. The suspension frame is fixed with the main structure through connecting components to ensure the stability, safety and reliability of the suspension frame. During construction, various vertical and horizontal loads act on the cantilever frame, and are transmitted to the connecting members through the cantilevered horizontal bar, and finally to the main structure. The required materials of the present invention are conventional turnover materials such as conventional steel pipes and buckles, U brackets, wooden scaffolding boards, dense-mesh nets and large-eye nets.
本发明具有以下优点: The present invention has the following advantages:
1、悬挑架搭设和拆除时能够保证操作工人的安全。 1. The safety of operators can be guaranteed when the cantilever frame is erected and dismantled.
2、外檐施工时工人操作防护安全。 2. During the construction of the outer eaves, it is safe for workers to operate and protect.
3、提供良好的屋面防护。 3. Provide good roof protection.
4、与传统的落地式单(双)排钢管脚手架或型钢悬挑式脚手架相比,悬挑架的构造简单、施工方便,所需的钢管及卡扣、U托数量较少,因此大大降低综合费用。 4. Compared with the traditional floor-standing single (double) row steel pipe scaffolding or section steel cantilevered scaffolding, the structure of the cantilevered frame is simple and convenient for construction. Comprehensive fee.
5、解决了斜屋面高层建筑斜屋面部分施工问题,可以进行交叉施工,保证整体工期。由于悬挑架不占用屋面部分,因此外檐施工可以与屋面施工同时进行,互不影响、互不制约。 5. Solved the construction problem of the sloping roof part of the high-rise building with sloping roof, and cross construction can be carried out to ensure the overall construction period. Since the cantilever frame does not occupy the roof part, the construction of the outer eaves and the roof can be carried out at the same time without mutual influence and restriction.
本发明能够保证施工安全、施工速度快、质量易保证、综合费用低,较好地解决了斜屋面高层建筑外檐施工及防护问题,达到了安全、经济、施工速度快、施工质量易保证的技术效果。 The invention can ensure construction safety, fast construction speed, easy quality assurance and low comprehensive cost, and better solve the construction and protection problems of the outer eaves of high-rise buildings with sloped roofs, achieving safety, economy, fast construction speed and easy construction quality assurance technical effect.
附图说明 Description of drawings
下面结合附图和实施例对本发明进一步说明。 The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1是本发明的结构示意图。 Fig. 1 is a structural schematic diagram of the present invention.
附图标记:1-内侧双立杆、2-内侧扫地杆、3-外挑水平杆、4-顺水杆、5-立杆、6-外侧斜拉杆、7-内侧斜拉杆、8-大横杆、9-小横杆、10-油托、11-木方、12-脚手板、13-水平安全网、14-立面安全网、15-立面大眼网、16-屋面顶板、17-楼板、18-混凝土墙面、19-水平大网眼。 Reference signs: 1-inside double uprights, 2-inside sweeping rods, 3-outside horizontal rods, 4-downward rods, 5-vertical rods, 6-outside slanted rods, 7-inner slanted rods, 8-large horizontal rods Rod, 9-small horizontal bar, 10-oil support, 11-wooden square, 12-scaffold board, 13-horizontal safety net, 14-facade safety net, 15-facade large eye net, 16-roof roof, 17 -floor, 18-concrete wall, 19-horizontal large mesh.
具体实施方式 Detailed ways
实施例参见图1所示,这种高层建筑斜屋面外檐窗口处悬挑架,包括内侧双立杆1、内侧扫地杆2、从窗口四角处悬挑出的四根外挑水平杆3、分别搭设于窗口内侧和外侧的顺水杆4,以及搭设于窗口外侧的大横杆8、立杆5、小横杆9、脚手板12、水平安全网13、立面安全网14、水平大网眼19和立面大网眼15。
Referring to the embodiment shown in Figure 1, the cantilever frame at the window of the outer eaves of the sloping roof of this high-rise building includes double upright poles 1 on the inside,
所述外挑水平杆3在窗口内侧与内侧双立杆1搭设成井字形,外挑水平杆3与窗口处的混凝土墙面18之间加垫有木方11。内侧双立杆1顶部和底部由油托10分别与屋面顶板16和楼板17顶紧,内侧双立杆1顶部与屋面顶板16之间加垫有木方11,底部与楼板17之间加垫有木方11。内侧双立杆1底部还与内侧扫地杆2连接。窗口内侧还设有内侧斜拉杆7,内侧斜拉杆7顶部由油托10与屋面顶板16顶紧,内侧斜拉杆7顶部与屋面顶板16之间加垫有木方11。内侧斜拉杆7下部分别与外挑水平杆3和内侧扫地杆2连接。
Described overhanging
所述窗口内侧和外侧的顺水杆4两两平行设置,并与外挑水平杆3锁紧固定。顺水杆4与混凝土墙面18之间加垫有木方11。
The
所述窗口外侧的大横杆8搭设有上下两根,上下两根大横杆8分别与上下两排从窗口悬挑出的外挑水平杆3端部连接;所述立杆5竖向间隔设置,立杆5下部与上下两根大横杆8连接,所述立杆5与外挑水平杆3之间还连接有交叉设置的外侧斜拉杆6。立杆5上部连接小横杆9。所述脚手板12铺设于下排从窗口悬挑出的外挑水平杆3上,水平安全网13和水平大网眼19悬挂于脚手板12下方,立面安全网14和立面大网眼15悬挂于立杆5外侧。
The
本发明的施工步骤如下: Construction steps of the present invention are as follows:
步骤一,内侧双立杆1搭设,内侧双立杆1顶部和底部由油托10分别与屋面顶板16和楼板17顶紧;
Step 1, the inner double upright pole 1 is erected, and the top and bottom of the inner double upright pole 1 are respectively pressed against the
步骤二,内侧扫地杆2搭设,内侧扫地杆2与内侧双立杆1底部连接;
步骤三,外挑水平杆3搭设,从窗口四个角悬挑出四根外挑水平杆,外挑水平杆3在窗口内侧与内侧双立杆1搭设成井字形。为保证外挑水平杆3搭设时不破坏窗口棱角,应在外挑水平杆与窗口处的混凝土墙面18之间加垫木方11。
步骤四,顺水杆4搭设,将窗口内侧和外侧的顺水杆4两两平行设置,并与外挑水平杆3锁紧固定;
步骤五,搭设外侧脚手架,先将上下两根大横杆8分别与上下两排从窗口悬挑出的外挑水平杆3端部连接;再将竖向间隔设置的立杆5下部与上下两根大横杆8连接,在立杆5上部连接小横杆9;立杆纵距1.20米,立杆横距1.05米,小横杆步距1.50米。然后在下排从窗口悬挑出的外挑水平杆3上铺设脚手板12,在脚手板下方的架体上悬挂水平安全网13和水平大网眼19,在立杆5外侧悬挂立面安全网14和立面大网眼15。
悬挑架出屋面防护高度不得少于2000mm。 The protective height of the cantilever out of the roof shall not be less than 2000mm.
悬挑架搭设完成从窗口部位安装外檐吊篮悬挑钢梁,并依次安装室外吊篮。 After the cantilever frame is erected, the cantilevered steel beams of the outer eaves hanging baskets are installed from the window, and the outdoor hanging baskets are installed in sequence.
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| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN108560892A (en) * | 2018-03-21 | 2018-09-21 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold and its installation method |
| CN110541516A (en) * | 2019-09-05 | 2019-12-06 | 深圳市建工集团股份有限公司 | construction method for grid ceiling decoration at bottom of high-altitude cantilever frame |
| CN112554532A (en) * | 2020-12-18 | 2021-03-26 | 北京城建六建设集团有限公司 | Protective frame system free of pulling connection with wall surface and construction method |
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| CN113550550A (en) * | 2021-06-30 | 2021-10-26 | 重庆建工第三建设有限责任公司 | Overhanging unit type scaffold convenient to assemble and disassemble |
| CN114197846A (en) * | 2021-11-30 | 2022-03-18 | 上海宝冶集团有限公司 | Temporary external protection frame supporting method suitable for pitched roof with tiger window |
| CN115263006A (en) * | 2022-06-08 | 2022-11-01 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
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| EP2246288A1 (en) * | 2009-04-06 | 2010-11-03 | Ivar Ole Wik | Device for transporting goods, and use thereof |
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Cited By (13)
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| CN103498550A (en) * | 2013-10-11 | 2014-01-08 | 郭德炳 | Outer-extending scaffold convenient and rapid to use |
| CN106760460A (en) * | 2016-12-07 | 2017-05-31 | 中国建筑第八工程局有限公司 | Suspension scaffold and its installation method for setting up scaffold in prefabricated construction |
| CN108560892A (en) * | 2018-03-21 | 2018-09-21 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold and its installation method |
| CN110541516A (en) * | 2019-09-05 | 2019-12-06 | 深圳市建工集团股份有限公司 | construction method for grid ceiling decoration at bottom of high-altitude cantilever frame |
| CN112554532B (en) * | 2020-12-18 | 2022-04-12 | 北京城建六建设集团有限公司 | Construction method of protective frame system without pulling and connecting with wall surface |
| CN112554532A (en) * | 2020-12-18 | 2021-03-26 | 北京城建六建设集团有限公司 | Protective frame system free of pulling connection with wall surface and construction method |
| CN112663924A (en) * | 2020-12-29 | 2021-04-16 | 中国葛洲坝集团第三工程有限公司 | Confined space cantilever plate scaffold structure and construction method thereof |
| CN113323395A (en) * | 2021-06-11 | 2021-08-31 | 中铁十二局集团建筑安装工程有限公司 | Winter construction method of steel structure thick-coating type non-expansion fireproof coating |
| CN113550550A (en) * | 2021-06-30 | 2021-10-26 | 重庆建工第三建设有限责任公司 | Overhanging unit type scaffold convenient to assemble and disassemble |
| CN114197846A (en) * | 2021-11-30 | 2022-03-18 | 上海宝冶集团有限公司 | Temporary external protection frame supporting method suitable for pitched roof with tiger window |
| CN115263006A (en) * | 2022-06-08 | 2022-11-01 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
| CN115263006B (en) * | 2022-06-08 | 2023-09-26 | 中铁建工集团有限公司 | Folding horizontal safety net supporting system and mounting and dismounting method thereof |
| CN117627312A (en) * | 2023-12-08 | 2024-03-01 | 中建八局第二建设有限公司 | Cantilever operation frame for high-altitude construction and construction method thereof |
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