CN217557608U - Non-vertical outer vertical face curtain wall construction hanging basket - Google Patents

Non-vertical outer vertical face curtain wall construction hanging basket Download PDF

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CN217557608U
CN217557608U CN202220649658.5U CN202220649658U CN217557608U CN 217557608 U CN217557608 U CN 217557608U CN 202220649658 U CN202220649658 U CN 202220649658U CN 217557608 U CN217557608 U CN 217557608U
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suspension
vertical
frame
roof
hanging basket
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张海川
李卓哲
罗恩洪
陈文渝
刘昕
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China MCC5 Group Corp Ltd
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China MCC5 Group Corp Ltd
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Abstract

本实用新型公开一种非垂直外立面幕墙施工吊篮,解决现有技术吊篮前倾或前后支架不稳导致吊篮出现倾覆和失稳的技术问题。本实用新型包括悬吊操作平台,设于非垂直外立面上的悬挂机构,以及钢丝绳;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构、位于非垂直外立面外围结构上的外围悬挂机构、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构、以及位于非垂直外立面内天井结构处的内天井悬挂机构。本实用新型针对屋顶四大角框架梁为悬挑梁,且悬挑跨度较大,根据建筑物上大下小结构造型,外立面幕墙龙骨及面板安装时,可以有效防止吊篮前倾或前后支架不稳导致吊篮出现倾覆和失稳从而造成安全事故。

Figure 202220649658

The utility model discloses a hanging basket for non-vertical facade curtain wall construction, which solves the technical problems of overturning and instability of the hanging basket caused by the front tilting of the hanging basket or the instability of the front and rear supports in the prior art. The utility model comprises a suspension operation platform, a suspension mechanism arranged on a non-vertical outer façade, and a steel wire rope; A peripheral suspension mechanism on the non-vertical facade, a peripheral roof suspension mechanism located on the non-vertical outer facade peripheral roof structure, and an inner patio suspension mechanism located at the inner patio structure of the non-vertical facade. The utility model aims at the cantilever beams of the four corner frame beams of the roof, and the cantilever span is relatively large. According to the structure shape of the upper and lower parts of the building, when the keels and panels of the facade curtain wall are installed, the hanging basket can be effectively prevented from tilting forward or backward. The instability of the support leads to the overturning and instability of the gondola, resulting in safety accidents.

Figure 202220649658

Description

一种非垂直外立面幕墙施工吊篮A non-vertical facade curtain wall construction hanging basket

技术领域technical field

本实用新型属于建筑设备技术领域,具体涉及一种非垂直外立面幕墙施工吊篮。The utility model belongs to the technical field of construction equipment, in particular to a hanging basket for non-vertical facade curtain wall construction.

背景技术Background technique

在高层幕墙施工过程中,通常都是使用吊篮施工;部分结构屋顶四周设计有屋顶花架用于竖向支撑及装饰,一般此花架高度都在3m以上,都要进行外装饰幕墙施工,这时标准吊篮的前后支架高度就不能满足施工要求,同时,当建筑形态是下小上大呈倒锥体外立面造型建筑,加之前支架悬挑长度过大时,非常容易出现支架失稳发生倾斜,从而发生安全事故。In the process of high-rise curtain wall construction, hanging baskets are usually used for construction; roof flower stands are designed around the roof of some structures for vertical support and decoration. Generally, the height of the flower stands is more than 3m, and the exterior decoration curtain wall construction must be carried out. The height of the front and rear brackets of the standard gondola cannot meet the construction requirements. At the same time, when the building form is a building with an inverted cone exterior facade, and the overhanging length of the previous bracket is too large, it is very easy to cause the bracket to become unstable and tilt. , resulting in a safety accident.

因此,设计一种非垂直外立面幕墙施工吊篮,以防止吊篮前倾或前后支架不稳导致吊篮出现倾覆和失稳从而造成安全事故,成为所属技术领域技术人员亟待解决的技术问题。Therefore, designing a non-vertical facade curtain wall construction hanging basket to prevent the hanging basket from tilting forward or the front and rear brackets being unstable, causing the hanging basket to overturn and lose stability, thereby causing safety accidents, has become a technical problem to be solved urgently by those skilled in the art. .

实用新型内容Utility model content

本实用新型要解决的技术问题是:提供一种非垂直外立面幕墙施工吊篮,以至少解决上述部分技术问题。The technical problem to be solved by the utility model is: to provide a non-vertical facade curtain wall construction hanging basket to solve at least some of the above-mentioned technical problems.

为实现上述目的,本实用新型采用的技术方案如下:For achieving the above object, the technical scheme adopted by the present utility model is as follows:

一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台相连接用于吊挂住悬吊操作平台的钢丝绳;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构、位于非垂直外立面外围结构上的外围悬挂机构、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构、以及位于非垂直外立面内天井结构处的内天井悬挂机构。A non-vertical facade curtain wall construction hanging basket, comprising a suspension operation platform, a suspension mechanism arranged on the non-vertical outer facade, and a suspension mechanism arranged on the suspension mechanism and connected with the suspension operation platform for suspending the suspension. Wire ropes for hoisting operation platforms; suspension mechanisms include roof suspension mechanisms located on the non-vertical façade roof structure layer, peripheral suspension mechanisms located on the non-vertical façade peripheral structure, and peripheral suspension mechanisms located on the non-vertical façade peripheral roof structure A roof suspension mechanism, and an inner patio suspension mechanism located at the inner patio structure of the non-vertical facade.

进一步地,屋面悬挂机构包括安装于屋面的前支撑架和后支撑架,搭设于前支撑架和后支撑架上的第一悬吊架,以及设于后支撑架上的第一配重块。Further, the roof suspension mechanism includes a front support frame and a rear support frame installed on the roof, a first suspension frame mounted on the front support frame and the rear support frame, and a first counterweight set on the rear support frame.

进一步地,钢丝绳一端与悬吊操作平台连接,另一端依次滑动穿过第一悬吊架前端和第一悬吊架顶端后固定于第一悬吊架后端。Further, one end of the wire rope is connected to the suspension operation platform, and the other end slides through the front end of the first suspension frame and the top end of the first suspension frame in sequence and is fixed to the rear end of the first suspension frame.

进一步地,外围悬挂机构包括安装于楼板上的两个楼板支座,以及架设于两个楼板支座上的悬吊横梁,钢丝绳一端与悬吊横梁相固定,另一端与悬吊操作平台相固定,楼板上开设有用于穿设钢丝绳的楼板通孔。Further, the peripheral suspension mechanism includes two floor supports installed on the floor, and a suspension beam erected on the two floor supports, one end of the wire rope is fixed with the suspension beam, and the other end is fixed with the suspension operation platform. , the floor is provided with a floor through hole for passing the steel wire rope.

进一步地,楼板支座包括通过锚固螺栓固定于楼板上的底座,设于底座上的竖直套筒,以及套装于竖直套筒内的支撑杆;竖直套筒和支撑杆通过至少两个连接螺栓相固定,支撑杆通过螺栓与悬吊横梁相固定。Further, the floor support includes a base fixed on the floor by anchor bolts, a vertical sleeve arranged on the base, and a support rod sleeved in the vertical sleeve; the vertical sleeve and the support rod pass through at least two The connecting bolts are fixed with each other, and the support rod is fixed with the suspension beam through the bolts.

进一步地,外围屋顶悬挂机构包括安装于悬空结构梁上的外围屋顶支座,前端安装于外围屋顶支座上、后端安装于另一悬空结构梁上的第二悬吊架,以及宽度至少为5m的满堂脚手架;满堂脚手架分别与第二悬吊架和安装有外围屋顶支座的悬空结构梁固定连接,钢丝绳一端与悬吊操作平台相连接,另一端依次滑动穿过第二悬吊架前端和第二悬吊架顶端后固定于第二悬吊架后端,第二悬吊架后端通过Φ8.3的绑扎钢丝绳绑扎于相应悬空结构梁上。Further, the peripheral roof suspension mechanism includes a peripheral roof support mounted on the suspended structural beam, a second suspension frame with a front end mounted on the peripheral roof support and a rear end mounted on another suspended structural beam, and a width of at least 5m full hall scaffold; full hall scaffold is fixedly connected to the second suspension frame and the suspended structural beam installed with the peripheral roof support, one end of the wire rope is connected to the suspension operation platform, and the other end slides through the front end of the second suspension frame in turn The top end of the second suspension frame and the second suspension frame are fixed to the rear end of the second suspension frame, and the rear end of the second suspension frame is bound to the corresponding suspended structural beam through a binding wire rope of Φ8.3.

进一步地,满堂脚手架搭设于地面基础上,并且满堂脚手架立杆底部垫装有至少50cm厚的实木板,第二悬吊架与相应悬空结构梁之间垫装有实木垫板。Further, the full-house scaffolding is erected on the ground foundation, and the bottom of the full-house scaffolding poles is cushioned with solid wood boards with a thickness of at least 50 cm, and the solid wood pads are cushioned between the second suspension frame and the corresponding suspended structural beams.

进一步地,满堂脚手架设有竖向剪刀撑和若干个水平剪刀撑,竖向剪刀撑全高满设于满堂脚手架四周,相邻水平剪刀撑之间的间距不超过8m。Further, the whole hall scaffold is provided with vertical scissor braces and several horizontal scissor braces, the vertical scissor braces are fully arranged around the whole hall scaffold, and the spacing between adjacent horizontal scissor braces does not exceed 8m.

进一步地,内天井悬挂机构包括安装于楼屋面构架层顶层平梁上的悬吊前支架和悬吊后支架,以及安装于悬吊前支架和悬吊后支架上的第三悬吊架;钢丝绳一端与悬吊操作平台相连接,另一端依次滑动穿过第三悬吊架前端和第三悬吊架顶端后固定于第三悬吊架后端,悬吊后支架上设有第二配重块。Further, the inner patio suspension mechanism includes a front suspension bracket and a rear suspension bracket installed on the top flat beam of the roof frame layer, and a third suspension bracket installed on the front suspension bracket and the rear suspension bracket; the steel wire rope One end is connected with the suspension operation platform, and the other end slides through the front end of the third suspension frame and the top end of the third suspension frame in turn and is fixed at the rear end of the third suspension frame, and a second counterweight is arranged on the support after the suspension. piece.

进一步地,悬吊前支架和悬吊后支架均通过安装座安装于顶层平梁上,安装座包括通过锚固螺杆固定于顶层平梁上并采用槽钢制成的支撑底座,设于支撑底座上并采用槽钢制成的竖杆,以及设于竖杆上的横杆;悬吊前支架和悬吊后支架固定安装于横杆上。Further, both the suspension front bracket and the suspension rear bracket are installed on the top-level flat beam through a mounting seat, and the mounting seat includes a support base fixed on the top-level flat beam by an anchoring screw and made of channel steel, which is arranged on the support base. A vertical rod made of channel steel and a horizontal rod arranged on the vertical rod are used; the front suspension bracket and the rear suspension bracket are fixedly installed on the horizontal rod.

与现有技术相比,本实用新型具有以下有益效果:Compared with the prior art, the utility model has the following beneficial effects:

本实用新型结构简单、设计科学合理,使用方便,针对屋顶四大角框架梁为悬挑梁,且悬挑跨度较大,根据建筑物上大下小结构造型,外立面幕墙龙骨及面板安装时,可以有效防止吊篮前倾或前后支架不稳导致吊篮出现倾覆和失稳从而造成安全事故。The utility model has the advantages of simple structure, scientific and reasonable design, and convenient use. The frame beams at the four corners of the roof are cantilever beams, and the cantilever span is relatively large. , which can effectively prevent the hanging basket from tilting forward or the front and rear brackets being unstable, resulting in the overturning and instability of the hanging basket and causing safety accidents.

附图说明Description of drawings

图1为本实用新型在非垂直外立面屋面结构层上的结构示意图。FIG. 1 is a schematic structural diagram of the utility model on the non-vertical outer façade roof structure layer.

图2为本实用新型在非垂直外立面外围结构上的结构示意图。FIG. 2 is a schematic structural diagram of the utility model on the peripheral structure of the non-vertical façade.

图3为本实用新型在非垂直外立面外围屋顶结构上的结构示意图。FIG. 3 is a schematic structural diagram of the utility model on the non-vertical outer façade peripheral roof structure.

图4为本实用新型满堂脚手架立面示意图。FIG. 4 is a schematic elevation view of the full-floor scaffolding of the present utility model.

图5为本实用新型在非垂直外立面内天井结构处的结构示意图。FIG. 5 is a schematic structural diagram of the utility model at the patio structure in the non-vertical façade.

图6为本实用新型安装座示意图。FIG. 6 is a schematic diagram of the mounting seat of the present invention.

图7为本实用新型生命钢丝绳布置示意图。FIG. 7 is a schematic diagram of the arrangement of the life wire rope of the present invention.

其中,附图标记对应的名称为:Among them, the names corresponding to the reference signs are:

1-悬吊操作平台、2-钢丝绳、3-屋面悬挂机构、4-外围悬挂机构、5-外围屋顶悬挂机构、6-内天井悬挂机构、31-前支撑架、32-后支撑架、33-第一悬吊架、34-第一配重块、41-楼板支座、42-悬吊横梁、43-楼板、44-楼板通孔、45-底座、46-竖直套筒、47-支撑杆、48-连接螺栓、51-悬空结构梁、52-外围屋顶支座、53-第二悬吊架、54-满堂脚手架、55-绑扎钢丝绳、56-地面基础、57-实木板、58-竖向剪刀撑、59-水平剪刀撑、510-实木垫板、61-顶层平梁、62-悬吊前支架、63-悬吊后支架、64-第三悬吊架、65-第二配重块、66-安装座、67-锚固螺杆、68-支撑底座、69-竖杆、610-横杆。1-Suspension operation platform, 2-Wire rope, 3-Roof suspension mechanism, 4-Peripheral suspension mechanism, 5-Peripheral roof suspension mechanism, 6-Inner patio suspension mechanism, 31-Front support frame, 32-Rear support frame, 33 -The first suspension frame, 34-the first counterweight, 41-floor support, 42-suspension beam, 43-floor, 44-floor through hole, 45-base, 46-vertical sleeve, 47- Support rod, 48-connecting bolt, 51-suspended structural beam, 52-peripheral roof support, 53-second suspension frame, 54-full house scaffolding, 55-binding steel wire rope, 56-ground foundation, 57-solid wood board, 58 -Vertical scissor brace, 59-horizontal scissor brace, 510-solid wood backing board, 61-top flat beam, 62-suspension front bracket, 63-suspension rear bracket, 64-third suspension frame, 65-second Counterweight, 66-mounting seat, 67-anchor screw, 68-support base, 69-vertical rod, 610-cross rod.

具体实施方式Detailed ways

为了使本实用新型的目的、技术方案及优点更加清楚明白,以下结合附图,对本实用新型进一步详细说明。显然,所描述的实施例仅仅是本实用新型一部分实施例,而不是全部的实施例。基于本实用新型中的实施例,本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例,都属于本实用新型保护的范围。In order to make the purpose, technical solutions and advantages of the present utility model more clearly understood, the present utility model is further described in detail below with reference to the accompanying drawings. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative work fall within the protection scope of the present invention.

实施例1,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。Embodiment 1, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade.

本实用新型结构简单、设计科学合理,使用方便,针对屋顶四大角框架梁为悬挑梁,且悬挑跨度较大,根据建筑物上大下小结构造型,外立面幕墙龙骨及面板安装时,可以有效防止吊篮前倾或前后支架不稳导致吊篮出现倾覆和失稳从而造成安全事故。The utility model has the advantages of simple structure, scientific and reasonable design, and convenient use. The frame beams at the four corners of the roof are cantilever beams, and the cantilever span is relatively large. , which can effectively prevent the hanging basket from tilting forward or the front and rear brackets being unstable, resulting in the overturning and instability of the hanging basket and causing safety accidents.

本实用新型前支点直接作用于构架层最顶层的梁上,该安装方案适用楼屋面构架层最顶层为平梁时采用,吊篮前支臂与结构梁之间采用特殊前支座进行安装,同时搭设脚手架对梁进行支撑,外围结构从首层开始至屋顶每层结构位幕墙面都比相邻下层结构凸出1米不等,为此需采用吊篮上部悬挂机构在楼板相应部位打孔穿吊篮钢丝绳来安装吊篮。The front fulcrum of the utility model directly acts on the top beam of the frame layer, and the installation scheme is suitable for use when the top layer of the roof frame layer is a flat beam, and a special front support is used between the front support arm of the hanging basket and the structural beam for installation. At the same time, scaffolding is set up to support the beams. The curtain wall of the outer structure from the first floor to the roof of each structure is protruded by 1 meter than the adjacent lower structure. For this purpose, the upper suspension mechanism of the gondola is required to punch holes in the corresponding parts of the floor. Install the gondola by threading the gondola wire rope.

实施例2,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。屋面悬挂机构3包括安装于屋面的前支撑架31和后支撑架32,搭设于前支撑架31和后支撑架32上的第一悬吊架33,以及设于后支撑架32上的第一配重块34。Embodiment 2, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The roof suspension mechanism 3 includes a front support frame 31 and a rear support frame 32 installed on the roof, a first suspension frame 33 erected on the front support frame 31 and the rear support frame 32, and a first suspension frame 33 arranged on the rear support frame 32. Counterweight 34.

本实施例2在实施例1的基础上,给出了屋面悬挂机构3更加优选的结构,具体为:屋面悬挂机构3包括安装于屋面的前支撑架31和后支撑架32,搭设于前支撑架31和后支撑架32上的第一悬吊架33,以及设于后支撑架32上的第一配重块34。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面屋面结构层上。同时保证整个结构的安全稳固。On the basis of Embodiment 1, this embodiment 2 provides a more preferred structure of the roof suspension mechanism 3, specifically: the roof suspension mechanism 3 includes a front support frame 31 and a rear support frame 32 installed on the roof, and is erected on the front support frame. The frame 31 and the first suspension frame 33 on the rear support frame 32 , and the first counterweight 34 provided on the rear support frame 32 . Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical facade roof structure layer. At the same time, the safety and stability of the whole structure are guaranteed.

实施例3,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。屋面悬挂机构3包括安装于屋面的前支撑架31和后支撑架32,搭设于前支撑架31和后支撑架32上的第一悬吊架33,以及设于后支撑架32上的第一配重块34。钢丝绳2一端与悬吊操作平台1连接,另一端依次滑动穿过第一悬吊架33前端和第一悬吊架33顶端后固定于第一悬吊架33后端。Embodiment 3, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The roof suspension mechanism 3 includes a front support frame 31 and a rear support frame 32 installed on the roof, a first suspension frame 33 erected on the front support frame 31 and the rear support frame 32, and a first suspension frame 33 arranged on the rear support frame 32. Counterweight 34. One end of the wire rope 2 is connected to the suspension operation platform 1 , and the other end slides through the front end of the first suspension frame 33 and the top end of the first suspension frame 33 in sequence and is fixed to the rear end of the first suspension frame 33 .

本实施例3在实施例2的基础上,给出了钢丝绳2的更加优选的连接结构,具体为:钢丝绳2一端与悬吊操作平台1连接,另一端依次滑动穿过第一悬吊架33前端和第一悬吊架33顶端后固定于第一悬吊架33后端。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面屋面结构层上。同时保证整个结构的安全稳固。On the basis of Embodiment 2, the present embodiment 3 provides a more preferred connection structure of the wire rope 2, specifically: one end of the wire rope 2 is connected to the suspension operation platform 1, and the other end slides through the first suspension frame 33 in sequence. The front end and the top end of the first suspension frame 33 are fixed to the rear end of the first suspension frame 33 . Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical facade roof structure layer. At the same time, the safety and stability of the whole structure are guaranteed.

实施例4,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。外围悬挂机构4包括安装于楼板43上的两个楼板支座41,以及架设于两个楼板支座41上的悬吊横梁42,钢丝绳2一端与悬吊横梁42相固定,另一端与悬吊操作平台1相固定,楼板43上开设有用于穿设钢丝绳2的楼板通孔44。Embodiment 4, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The peripheral suspension mechanism 4 includes two floor supports 41 installed on the floor 43, and a suspension beam 42 erected on the two floor supports 41. One end of the wire rope 2 is fixed to the suspension beam 42, and the other end is connected to the suspension beam 42. The operation platform 1 is fixed to each other, and the floor plate 43 is provided with a floor through hole 44 for passing the wire rope 2 .

本实施例4在实施例1的基础上,给出了外围悬挂机构4更加优选的结构,具体为:外围悬挂机构4包括安装于楼板43上的两个楼板支座41,以及架设于两个楼板支座41上的悬吊横梁42,钢丝绳2一端与悬吊横梁42相固定,另一端与悬吊操作平台1相固定,楼板43上开设有用于穿设钢丝绳2的楼板通孔44。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面外围结构。同时保证整个结构的安全稳固。On the basis of Embodiment 1, the present embodiment 4 provides a more preferable structure of the peripheral suspension mechanism 4, specifically: the peripheral suspension mechanism 4 includes two floor supports 41 installed on the floor 43, and two floor supports 41 mounted on the floor 43. On the suspension beam 42 on the floor support 41 , one end of the steel wire rope 2 is fixed with the suspension beam 42 , and the other end is fixed with the suspension operation platform 1 . Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical outer façade peripheral structure. At the same time, the safety and stability of the whole structure are guaranteed.

实施例5,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。外围悬挂机构4包括安装于楼板43上的两个楼板支座41,以及架设于两个楼板支座41上的悬吊横梁42,钢丝绳2一端与悬吊横梁42相固定,另一端与悬吊操作平台1相固定,楼板43上开设有用于穿设钢丝绳2的楼板通孔44。楼板支座41包括通过锚固螺栓固定于楼板43上的底座45,设于底座45上的竖直套筒46,以及套装于竖直套筒46内的支撑杆47;竖直套筒46和支撑杆47通过至少两个连接螺栓48相固定,支撑杆47通过螺栓与悬吊横梁42相固定。Embodiment 5, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The peripheral suspension mechanism 4 includes two floor supports 41 installed on the floor 43, and a suspension beam 42 erected on the two floor supports 41. One end of the wire rope 2 is fixed to the suspension beam 42, and the other end is connected to the suspension beam 42. The operation platform 1 is fixed to each other, and the floor plate 43 is provided with a floor through hole 44 for passing the wire rope 2 . The floor support 41 includes a base 45 fixed on the floor 43 by anchor bolts, a vertical sleeve 46 arranged on the base 45, and a support rod 47 sleeved in the vertical sleeve 46; the vertical sleeve 46 and the support The rod 47 is fixed by at least two connecting bolts 48 , and the support rod 47 is fixed with the suspension beam 42 by bolts.

本实施例5在实施例4的基础上,给出了楼板支座41更加优选的结构,具体为:楼板支座41包括通过锚固螺栓固定于楼板43上的底座45,设于底座45上的竖直套筒46,以及套装于竖直套筒46内的支撑杆47;竖直套筒46和支撑杆47通过至少两个连接螺栓48相固定,支撑杆47通过螺栓与悬吊横梁42相固定。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面外围结构。同时保证整个结构的安全稳固。On the basis of Embodiment 4, the present embodiment 5 provides a more preferred structure of the floor support 41, specifically: the floor support 41 includes a base 45 fixed on the floor 43 by anchor bolts, and a base 45 is provided on the base 45. The vertical sleeve 46 and the support rod 47 sleeved in the vertical sleeve 46; the vertical sleeve 46 and the support rod 47 are fixed by at least two connecting bolts 48, and the support rod 47 is connected with the suspension beam 42 through the bolts fixed. Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical outer façade peripheral structure. At the same time, the safety and stability of the whole structure are guaranteed.

实施例6,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。外围屋顶悬挂机构5包括安装于悬空结构梁51上的外围屋顶支座52,前端安装于外围屋顶支座52上、后端安装于另一悬空结构梁51上的第二悬吊架53,以及宽度至少为5m的满堂脚手架54;满堂脚手架54分别与第二悬吊架53和安装有外围屋顶支座52的悬空结构梁51固定连接,钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第二悬吊架53前端和第二悬吊架53顶端后固定于第二悬吊架53后端,第二悬吊架53后端通过Φ8.3的绑扎钢丝绳55绑扎于相应悬空结构梁51上。Embodiment 6, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The peripheral roof suspension mechanism 5 includes a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension frame 53 with a front end mounted on the peripheral roof support 52 and a rear end mounted on another suspended structural beam 51, and The full house scaffold 54 with a width of at least 5m; the full house scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structural beam 51 installed with the peripheral roof support 52, one end of the wire rope 2 is connected with the suspension operation platform 1, and the other end It slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 in turn and is fixed to the rear end of the second suspension frame 53. The rear end of the second suspension frame 53 is bound to the corresponding on the suspended structural beam 51 .

本实施例6在实施例1的基础上,给出了外围屋顶悬挂机构5更加优选的结构,具体为:外围屋顶悬挂机构5包括安装于悬空结构梁51上的外围屋顶支座52,前端安装于外围屋顶支座52上、后端安装于另一悬空结构梁51上的第二悬吊架53,以及宽度至少为5m的满堂脚手架54;满堂脚手架54分别与第二悬吊架53和安装有外围屋顶支座52的悬空结构梁51固定连接,钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第二悬吊架53前端和第二悬吊架53顶端后固定于第二悬吊架53后端,第二悬吊架53后端通过Φ8.3的钢丝绳55绑扎于相应悬空结构梁51上。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面外围屋顶结构上。同时保证整个结构的安全稳固。On the basis of Embodiment 1, the present embodiment 6 provides a more preferred structure of the peripheral roof suspension mechanism 5, specifically: the peripheral roof suspension mechanism 5 includes a peripheral roof support 52 installed on the suspended structural beam 51, and the front end is installed On the outer roof support 52, the rear end is installed on the second suspension frame 53 on another suspended structural beam 51, and the full house scaffold 54 with a width of at least 5m; the full house scaffold 54 is installed with the second suspension frame 53 and The suspended structural beam 51 with the peripheral roof support 52 is fixedly connected, one end of the wire rope 2 is connected with the suspension operation platform 1, and the other end slides through the front end of the second suspension frame 53 and the top of the second suspension frame 53 in turn and then is fixed on the ceiling. The rear end of the second suspension frame 53 is bound to the corresponding suspended structural beam 51 by a wire rope 55 of Φ8.3. Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical outer façade peripheral roof structure. At the same time, the safety and stability of the whole structure are guaranteed.

实施例7,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。外围屋顶悬挂机构5包括安装于悬空结构梁51上的外围屋顶支座52,前端安装于外围屋顶支座52上、后端安装于另一悬空结构梁51上的第二悬吊架53,以及宽度至少为5m的满堂脚手架54;满堂脚手架54分别与第二悬吊架53和安装有外围屋顶支座52的悬空结构梁51固定连接,钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第二悬吊架53前端和第二悬吊架53顶端后固定于第二悬吊架53后端,第二悬吊架53后端通过Φ8.3的钢丝绳55绑扎于相应悬空结构梁51上。满堂脚手架54搭设于地面基础56上,并且满堂脚手架54立杆底部垫装有至少50cm厚的实木板57,第二悬吊架53与相应悬空结构梁51之间垫装有实木垫板510。Embodiment 7, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The peripheral roof suspension mechanism 5 includes a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension frame 53 with a front end mounted on the peripheral roof support 52 and a rear end mounted on another suspended structural beam 51, and The full house scaffold 54 with a width of at least 5m; the full house scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structural beam 51 installed with the peripheral roof support 52, one end of the wire rope 2 is connected with the suspension operation platform 1, and the other end It slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 in turn and is fixed to the rear end of the second suspension frame 53. on the structural beam 51. The full house scaffold 54 is erected on the ground foundation 56, and the bottom of the full house scaffold 54 is padded with a solid wood board 57 with a thickness of at least 50 cm.

本实施例7在实施例6的基础上,给出了满堂脚手架54更加优选的结构,具体为:满堂脚手架54搭设于地面基础56上,并且满堂脚手架54立杆底部垫装有至少50cm厚的实木板57,第二悬吊架53与相应悬空结构梁51之间垫装有实木垫板510。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面外围屋顶结构上。同时保证整个结构的安全稳固。On the basis of Embodiment 6, the present embodiment 7 provides a more preferred structure of the full-house scaffold 54, specifically: the full-house scaffold 54 is erected on the ground foundation 56, and the bottom of the full-house scaffold 54 is equipped with a pad with a thickness of at least 50 cm. The solid wood board 57 , the second suspension frame 53 and the corresponding suspended structural beam 51 are cushioned with solid wood backing boards 510 . Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical outer façade peripheral roof structure. At the same time, the safety and stability of the whole structure are guaranteed.

实施例8,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。外围屋顶悬挂机构5包括安装于悬空结构梁51上的外围屋顶支座52,前端安装于外围屋顶支座52上、后端安装于另一悬空结构梁51上的第二悬吊架53,以及宽度至少为5m的满堂脚手架54;满堂脚手架54分别与第二悬吊架53和安装有外围屋顶支座52的悬空结构梁51固定连接,钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第二悬吊架53前端和第二悬吊架53顶端后固定于第二悬吊架53后端,第二悬吊架53后端通过Φ8.3的钢丝绳55绑扎于相应悬空结构梁51上。满堂脚手架54设有竖向剪刀撑58和若干个水平剪刀撑59,竖向剪刀撑58全高满设于满堂脚手架54四周,相邻水平剪刀撑59之间的间距不超过8m。Embodiment 8, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The peripheral roof suspension mechanism 5 includes a peripheral roof support 52 mounted on a suspended structural beam 51, a second suspension frame 53 with a front end mounted on the peripheral roof support 52 and a rear end mounted on another suspended structural beam 51, and The full house scaffold 54 with a width of at least 5m; the full house scaffold 54 is respectively fixedly connected with the second suspension frame 53 and the suspended structural beam 51 installed with the peripheral roof support 52, one end of the wire rope 2 is connected with the suspension operation platform 1, and the other end It slides through the front end of the second suspension frame 53 and the top end of the second suspension frame 53 in turn and is fixed to the rear end of the second suspension frame 53. on the structural beam 51. The scaffolding 54 is provided with vertical scissor braces 58 and several horizontal scissor braces 59. The vertical scissor braces 58 are fully arranged around the scaffolding 54 in full height, and the spacing between adjacent horizontal scissor braces 59 is not more than 8m.

本实施例8在实施例6的基础上,给出了满堂脚手架54更加优选的结构,具体为:满堂脚手架54设有竖向剪刀撑58和若干个水平剪刀撑59,竖向剪刀撑58全高满设于满堂脚手架54四周,相邻水平剪刀撑59之间的间距不超过8m。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面外围屋顶结构上。同时保证整个结构的安全稳固。On the basis of Embodiment 6, the present embodiment 8 provides a more preferable structure of the full-house scaffold 54, specifically: the full-house scaffold 54 is provided with vertical scissor braces 58 and several horizontal scissor braces 59, and the vertical scissor braces 58 have a full height It is fully installed around the scaffolding 54 in the whole hall, and the distance between adjacent horizontal scissor braces 59 is not more than 8m. Through the above arrangement, the suspended operation platform 1 can be stably installed on the non-vertical outer façade peripheral roof structure. At the same time, the safety and stability of the whole structure are guaranteed.

实施例9,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。内天井悬挂机构6包括安装于楼屋面构架层顶层平梁61上的悬吊前支架62和悬吊后支架63,以及安装于悬吊前支架62和悬吊后支架63上的第三悬吊架64;钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第三悬吊架64前端和第三悬吊架64顶端后固定于第三悬吊架64后端,悬吊后支架63上设有第二配重块65。Embodiment 9, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The inner patio suspension mechanism 6 includes a front suspension bracket 62 and a rear suspension bracket 63 installed on the top flat beam 61 of the roof frame layer, and a third suspension installed on the front suspension bracket 62 and the suspension rear bracket 63. One end of the wire rope 2 is connected to the suspension operation platform 1, and the other end slides through the front end of the third suspension frame 64 and the top of the third suspension frame 64 in turn and is fixed to the rear end of the third suspension frame 64. The rear bracket 63 is provided with a second counterweight 65 .

本实施例9在实施例1的基础上,给出了内天井悬挂机构6更加优选的结构,具体为:内天井悬挂机构6包括安装于楼屋面构架层顶层平梁61上的悬吊前支架62和悬吊后支架63,以及安装于悬吊前支架62和悬吊后支架63上的第三悬吊架64;钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第三悬吊架64前端和第三悬吊架64顶端后固定于第三悬吊架64后端,悬吊后支架63上设有第二配重块65。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面内天井结构处。同时保证整个结构的安全稳固。On the basis of Embodiment 1, the present embodiment 9 provides a more preferred structure of the inner patio suspension mechanism 6, specifically: the inner patio suspension mechanism 6 includes a suspension front bracket installed on the top flat beam 61 of the roof frame layer 62 and the suspension rear bracket 63, and the third suspension bracket 64 installed on the suspension front bracket 62 and the suspension rear bracket 63; one end of the wire rope 2 is connected with the suspension operation platform 1, and the other end slides through the The front end of the third suspension frame 64 and the top end of the third suspension frame 64 are fixed to the rear end of the third suspension frame 64 , and a second counterweight 65 is provided on the rear suspension frame 63 . Through the above arrangement, the suspended operation platform 1 can be stably installed at the ceiling structure in the non-vertical facade. At the same time, the safety and stability of the whole structure are guaranteed.

实施例10,如图1-7所示,本实用新型提供的一种非垂直外立面幕墙施工吊篮,包括悬吊操作平台1,设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台1相连接用于吊挂住悬吊操作平台1的钢丝绳2;悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构3、位于非垂直外立面外围结构上的外围悬挂机构4、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构5、以及位于非垂直外立面内天井结构处的内天井悬挂机构6。内天井悬挂机构6包括安装于楼屋面构架层顶层平梁61上的悬吊前支架62和悬吊后支架63,以及安装于悬吊前支架62和悬吊后支架63上的第三悬吊架64;钢丝绳2一端与悬吊操作平台1相连接,另一端依次滑动穿过第三悬吊架64前端和第三悬吊架64顶端后固定于第三悬吊架64后端,悬吊后支架63上设有第二配重块65。悬吊前支架62和悬吊后支架63均通过安装座66安装于顶层平梁61上,安装座66包括通过锚固螺杆67固定于顶层平梁61上并采用槽钢制成的支撑底座68,设于支撑底座68上并采用槽钢制成的竖杆69,以及设于竖杆69上的横杆610;悬吊前支架62和悬吊后支架63固定安装于横杆610上。Embodiment 10, as shown in Figures 1-7, the utility model provides a non-vertical facade curtain wall construction hanging basket, including a suspension operation platform 1, a suspension mechanism arranged on the non-vertical facade, and a device. On the suspension mechanism and connected with the suspension operation platform 1, the wire rope 2 is used to hang the suspension operation platform 1; Peripheral suspension mechanism 4 on the façade peripheral structure, peripheral roof suspension mechanism 5 located on the non-vertical outer façade peripheral roof structure, and inner patio suspension mechanism 6 located at the inner patio structure of the non-vertical façade. The inner patio suspension mechanism 6 includes a front suspension bracket 62 and a rear suspension bracket 63 installed on the top flat beam 61 of the roof frame layer, and a third suspension installed on the front suspension bracket 62 and the suspension rear bracket 63. One end of the wire rope 2 is connected to the suspension operation platform 1, and the other end slides through the front end of the third suspension frame 64 and the top of the third suspension frame 64 in turn and is fixed to the rear end of the third suspension frame 64. The rear bracket 63 is provided with a second counterweight 65 . Both the front suspension bracket 62 and the rear suspension bracket 63 are installed on the top flat beam 61 through a mounting seat 66, and the mounting seat 66 includes a support base 68 which is fixed on the top floor flat beam 61 through an anchoring screw 67 and is made of channel steel, A vertical rod 69 made of channel steel is provided on the support base 68 , and a horizontal rod 610 is provided on the vertical rod 69 ;

本实施例10在实施例9的基础上,给出了悬吊前支架62、悬吊后支架63和顶层平梁61上之间更加优选的连接结构,具体为:悬吊前支架62和悬吊后支架63均通过安装座66安装于顶层平梁61上,安装座66包括通过锚固螺杆67固定于顶层平梁61上并采用槽钢制成的支撑底座68,设于支撑底座68上并采用槽钢制成的竖杆69,以及设于竖杆69上的横杆610;悬吊前支架62和悬吊后支架63固定安装于横杆610上。悬吊前支架62通过螺栓或者是焊接的方式分别与竖杆69和横杆610固定连接;悬吊后支架63通过螺栓或者是焊接的方式分别与竖杆69和横杆610固定连接。通过上述设置,能够使悬吊操作平台1很稳固地安装在非垂直外立面内天井结构处。同时保证整个结构的安全稳固。On the basis of Embodiment 9, this embodiment 10 provides a more preferred connection structure between the front suspension bracket 62, the rear suspension bracket 63 and the top flat beam 61, specifically: the suspension front bracket 62 and the suspension After hanging, the brackets 63 are all installed on the top flat beam 61 through the mounting seat 66. The mounting seat 66 includes a supporting base 68 which is fixed on the top flat beam 61 through an anchoring screw 67 and is made of channel steel. A vertical rod 69 made of channel steel is used, and a horizontal rod 610 is provided on the vertical rod 69 ; The front suspension bracket 62 is fixedly connected to the vertical rod 69 and the horizontal rod 610 by means of bolts or welding; Through the above arrangement, the suspended operation platform 1 can be stably installed at the ceiling structure in the non-vertical facade. At the same time, the safety and stability of the whole structure are guaranteed.

在高层幕墙施工过程中;通常都是使用吊篮施工;部分结构屋顶四周设计有屋顶花架用于竖向支撑及装饰,一般此花架高度都在3m以上,都要进行外装饰幕墙施工,这时标准吊篮的前后支架高度就不能满足施工要求,同时针对建筑形态是下小上大的一个倒锥体外立面造型,加之前支架悬挑长度过大,非常容易出现支架失稳发生倾斜,这就需要解决可能出现的失稳问题或采取其他吊篮施工方案。In the process of high-rise curtain wall construction; hanging baskets are usually used for construction; roof flower stands are designed around the roof of some structures for vertical support and decoration. Generally, the height of the flower stand is more than 3m, and the exterior decoration curtain wall construction must be carried out. The height of the front and rear brackets of the standard gondola cannot meet the construction requirements. At the same time, the building shape is an inverted cone exterior façade with a small bottom and a large top. The overhanging length of the previous bracket is too large, which is very prone to instability and tilting of the bracket. It is necessary to solve the possible instability problem or adopt other hanging basket construction solutions.

屋顶吊篮搭设Roof hanging basket erection

根据吊篮布设区域,在悬挑框架梁正下方楼面搭设支撑脚手架,将吊篮支架前支点固定支撑在脚手架承台上,同时将支架的前端悬挑固定在框架梁上,两侧加斜支撑,防止左右方向倾覆。支架后端支点固定在内侧框架上。According to the layout area of the hanging basket, a supporting scaffold is set up on the floor directly below the cantilevered frame beam, the front fulcrum of the hanging basket support is fixed and supported on the scaffolding platform, and the front end of the support is cantilevered and fixed on the frame beam, and the two sides are inclined Support to prevent overturning in the left and right directions. The rear fulcrum of the bracket is fixed on the inner frame.

上部悬挂机构的安装方式与安装位置Installation method and installation position of the upper suspension mechanism

根据工程外立面形状及立面进出尺寸的变化,吊篮上部悬挂机构将采用标准安装方式和特殊安装方式:According to the change of the external façade shape of the project and the entrance and exit dimensions of the façade, the upper suspension mechanism of the gondola will adopt the standard installation method and the special installation method:

(1)标准安装方式。(1) Standard installation method.

上部悬架机构安装在屋面结构层时,吊篮上部悬挂机构的安装方式如图1所示。When the upper suspension mechanism is installed on the roof structure layer, the installation method of the upper suspension mechanism of the gondola is shown in Figure 1.

吊篮上部悬挂机构的平衡均通过配重方式,无需预留孔洞或预埋构件。吊篮上部悬挂机构安装时,应结合屋面成品状态分别在前后支座位置加垫木方或木板。悬挂机构搬运过程中,应做到轻拿轻放,避免对屋面成品造成破坏。The balance of the suspension mechanism on the upper part of the gondola is carried out by means of counterweight, and there is no need to reserve holes or pre-embedded components. When installing the suspension mechanism on the upper part of the hanging basket, wood or wooden boards should be added to the front and rear support positions according to the finished roof status. During the handling of the suspension mechanism, it should be handled with care to avoid damage to the finished roof.

(2)特殊安装方式。(2) Special installation method.

①外围结构从首层开始至屋顶每层结构位幕墙面都比相邻下层结构凸出1米不等,为此需采用吊篮上部悬挂机构在楼板相应部位打孔穿吊篮钢丝绳来安装吊篮。① From the first floor to the roof, the curtain wall of each layer of the structure is protruded by 1 meter than the adjacent lower structure. For this reason, it is necessary to use the upper hanging mechanism of the hanging basket to punch holes through the steel wire rope of the hanging basket in the corresponding part of the floor to install the hanging basket. basket.

②本工程屋顶均为悬空的结构梁,因此此处需吊篮需搭设5米(以结构边未准)宽的满堂脚手架顶住结构梁以便于搭设吊篮,吊篮悬臂后支座采用Φ8.3的绑扎钢丝绳绑在混凝土结构梁上。屋顶悬空花架梁上吊篮的安装均需吊篮承租方在其结构梁下搭设5米(以结构边为准)宽的满堂脚手架顶力结构梁,以保证此混凝土结构梁的稳固性,安装吊篮时才可以将吊篮悬臂后支座绑在结构梁上。②The roofs of this project are all suspended structural beams, so the hanging baskets need to be erected here with a 5-meter wide scaffolding (not specified by the structure side) to withstand the structural beams to facilitate the erection of the hanging baskets. The cantilever rear support of the hanging basket is Φ8 .3 The lashing wire rope is tied to the concrete structural beam. The installation of the hanging basket on the roof cantilever beam requires the lessee of the hanging basket to set up a 5-meter (subject to the structural edge) wide scaffolding top structural beam under its structural beam to ensure the stability of the concrete structural beam. The cantilever rear support of the hanging basket can be tied to the structural beam only when the basket is installed.

A、外围幕墙施工及吊顶位置设置吊篮悬挂系统安装,如图2所示。A. The construction of the peripheral curtain wall and the installation of the hanging basket suspension system at the ceiling position, as shown in Figure 2.

B、外围幕墙施工吊篮(屋顶)悬挂系统安装,如图3和图4所示。B. Installation of hanging basket (roof) suspension system for peripheral curtain wall construction, as shown in Figure 3 and Figure 4.

C、内天井幕墙施工吊篮悬挂系统安装,如图5所示。C. Installation of hanging basket suspension system for inner patio curtain wall construction, as shown in Figure 5.

前支点直接作用于构架层最顶层的梁上,该安装方案适用楼屋面构架层最顶层为平梁时采用,吊篮前支臂与结构梁之间采用特殊前支座进行安装。特殊前支座如图6所示。The front fulcrum directly acts on the top beam of the frame layer. This installation scheme is suitable for use when the top layer of the roof frame layer is a flat beam, and a special front support is used for installation between the front support arm of the gondola and the structural beam. The special front support is shown in Figure 6.

生命钢丝绳的设置。Set of life ropes.

在屋面上有建筑结构梁或柱时,将生命钢丝绳直接连接在建筑结构梁或柱上,如图7所示。生命钢丝绳的连接绳卡个数为4个,其与建筑结构柱的接触部位必须用厚胶皮保护。When there are building structural beams or columns on the roof, the life steel wire rope is directly connected to the building structural beams or columns, as shown in Figure 7. The number of connecting rope clips of the life wire rope is 4, and the contact part with the building structural column must be protected with thick rubber.

最后应说明的是:以上各实施例仅仅为本实用新型的较优实施例用以说明本实用新型的技术方案,而非对其限制,当然更不是限制本实用新型的专利范围;尽管参照前述各实施例对本实用新型进行了详细的说明,本领域的普通技术人员应当理解:其依然可以对前述各实施例所记载的技术方案进行修改,或者对其中部分或者全部技术特征进行等同替换;而这些修改或者替换,并不使相应技术方案的本质脱离本实用新型各实施例技术方案的范围;也就是说,但凡在本实用新型的主体设计思想和精神上作出的毫无实质意义的改动或润色,其所解决的技术问题仍然与本实用新型一致的,均应当包含在本实用新型的保护范围之内;另外,将本实用新型的技术方案直接或间接的运用在其他相关的技术领域,均同理包括在本实用新型的专利保护范围内。Finally, it should be noted that the above embodiments are only preferred embodiments of the present utility model to illustrate the technical solution of the present utility model, rather than restricting it, and certainly not limiting the scope of the present utility model patent; although referring to the aforementioned Each embodiment has described the present utility model in detail, those of ordinary skill in the art should understand: it can still modify the technical solutions recorded in the foregoing embodiments, or perform equivalent replacements to some or all of the technical features; and These modifications or replacements do not make the essence of the corresponding technical solutions deviate from the scope of the technical solutions of the various embodiments of the present invention; Retouching, if the technical problems solved by it are still consistent with the present utility model, all should be included within the protection scope of the present utility model; in addition, the technical solutions of the present utility model are directly or indirectly applied in other related technical fields, All the same are included in the scope of patent protection of the present invention.

Claims (10)

1.一种非垂直外立面幕墙施工吊篮,其特征在于,包括悬吊操作平台(1),设于非垂直外立面上的悬挂机构,以及设于悬挂机构上并与悬吊操作平台(1)相连接用于吊挂住悬吊操作平台(1)的钢丝绳(2);悬挂机构包括位于非垂直外立面屋面结构层上的屋面悬挂机构(3)、位于非垂直外立面外围结构上的外围悬挂机构(4)、位于非垂直外立面外围屋顶结构上的外围屋顶悬挂机构(5)、以及位于非垂直外立面内天井结构处的内天井悬挂机构(6)。1. a non-vertical façade curtain wall construction hanging basket is characterized in that, comprises a suspension operation platform (1), is arranged on the suspension mechanism on the non-vertical façade, and is arranged on the suspension mechanism and is operated with the suspension The platform (1) is connected to a steel wire rope (2) for hanging the suspension operation platform (1); Peripheral suspension mechanism (4) on the outer peripheral structure of the facade, a peripheral roof suspension mechanism (5) located on the outer peripheral roof structure of the non-vertical facade, and an inner courtyard suspension mechanism (6) located at the inner courtyard structure of the non-vertical facade . 2.根据权利要求1所述的一种非垂直外立面幕墙施工吊篮,其特征在于,屋面悬挂机构(3)包括安装于屋面的前支撑架(31)和后支撑架(32),搭设于前支撑架(31)和后支撑架(32)上的第一悬吊架(33),以及设于后支撑架(32)上的第一配重块(34)。2. a kind of non-vertical facade curtain wall construction hanging basket according to claim 1 is characterized in that, the roof suspension mechanism (3) comprises the front support frame (31) and the rear support frame (32) installed on the roof, A first suspension frame (33) erected on the front support frame (31) and the rear support frame (32), and a first counterweight block (34) arranged on the rear support frame (32). 3.根据权利要求2所述的一种非垂直外立面幕墙施工吊篮,其特征在于,钢丝绳(2)一端与悬吊操作平台(1)连接,另一端依次滑动穿过第一悬吊架(33)前端和第一悬吊架(33)顶端后固定于第一悬吊架(33)后端。3. A non-vertical facade curtain wall construction hanging basket according to claim 2, characterized in that one end of the wire rope (2) is connected with the suspension operating platform (1), and the other end slides through the first suspension in turn The front end of the frame (33) and the top end of the first suspension frame (33) are fixed to the rear end of the first suspension frame (33). 4.根据权利要求1所述的一种非垂直外立面幕墙施工吊篮,其特征在于,外围悬挂机构(4)包括安装于楼板(43)上的两个楼板支座(41),以及架设于两个楼板支座(41)上的悬吊横梁(42),钢丝绳(2)一端与悬吊横梁(42)相固定,另一端与悬吊操作平台(1)相固定,楼板(43)上开设有用于穿设钢丝绳(2)的楼板通孔(44)。4. A non-vertical facade curtain wall construction gondola according to claim 1, wherein the peripheral suspension mechanism (4) comprises two floor supports (41) installed on the floor (43), and A suspension beam (42) erected on two floor supports (41), one end of the wire rope (2) is fixed with the suspension beam (42), and the other end is fixed with the suspension operation platform (1), the floor (43) ) is provided with a floor through hole (44) for passing the wire rope (2). 5.根据权利要求4所述的一种非垂直外立面幕墙施工吊篮,其特征在于,楼板支座(41)包括通过锚固螺栓固定于楼板(43)上的底座(45),设于底座(45)上的竖直套筒(46),以及套装于竖直套筒(46)内的支撑杆(47);竖直套筒(46)和支撑杆(47)通过至少两个连接螺栓(48)相固定,支撑杆(47)通过螺栓与悬吊横梁(42)相固定。5. A non-vertical facade curtain wall construction hanging basket according to claim 4, wherein the floor support (41) comprises a base (45) fixed on the floor (43) by anchor bolts, and is located in the a vertical sleeve (46) on the base (45), and a support rod (47) sleeved in the vertical sleeve (46); the vertical sleeve (46) and the support rod (47) are connected by at least two The bolts (48) are fixed to each other, and the support rods (47) are fixed to the suspension beams (42) through the bolts. 6.根据权利要求1所述的一种非垂直外立面幕墙施工吊篮,其特征在于,外围屋顶悬挂机构(5)包括安装于悬空结构梁(51)上的外围屋顶支座(52),前端安装于外围屋顶支座(52)上、后端安装于另一悬空结构梁(51)上的第二悬吊架(53),以及宽度至少为5m的满堂脚手架(54);满堂脚手架(54)分别与第二悬吊架(53)和安装有外围屋顶支座(52)的悬空结构梁(51)固定连接,钢丝绳(2)一端与悬吊操作平台(1)相连接,另一端依次滑动穿过第二悬吊架(53)前端和第二悬吊架(53)顶端后固定于第二悬吊架(53)后端,第二悬吊架(53)后端通过Φ8.3的绑扎钢丝绳(55)绑扎于相应悬空结构梁(51)上。6. A non-vertical facade curtain wall construction gondola according to claim 1, wherein the peripheral roof suspension mechanism (5) comprises a peripheral roof support (52) installed on the suspended structural beam (51) , the front end is installed on the peripheral roof support (52), the rear end is installed on the second suspension frame (53) on another suspended structural beam (51), and the full house scaffold (54) with a width of at least 5m; full house scaffold (54) are respectively fixedly connected with the second suspension frame (53) and the suspended structural beam (51) on which the peripheral roof support (52) is installed, one end of the wire rope (2) is connected with the suspension operation platform (1), and the other One end slides through the front end of the second suspension frame (53) and the top end of the second suspension frame (53) in turn and is fixed to the rear end of the second suspension frame (53), and the rear end of the second suspension frame (53) passes through Φ8 The binding wire rope (55) of .3 is bound on the corresponding suspended structural beam (51). 7.根据权利要求6所述的一种非垂直外立面幕墙施工吊篮,其特征在于,满堂脚手架(54)搭设于地面基础(56)上,并且满堂脚手架(54)立杆底部垫装有至少50cm厚的实木板(57),第二悬吊架(53)与相应悬空结构梁(51)之间垫装有实木垫板(510)。7. a kind of non-vertical facade curtain wall construction hanging basket according to claim 6, is characterized in that, full hall scaffold (54) is erected on the ground foundation (56), and full hall scaffold (54) upright pole bottom pad is installed There is a solid wood board (57) with a thickness of at least 50 cm, and a solid wood backing board (510) is cushioned between the second suspension frame (53) and the corresponding suspended structural beam (51). 8.根据权利要求6所述的一种非垂直外立面幕墙施工吊篮,其特征在于,满堂脚手架(54)设有竖向剪刀撑(58)和若干个水平剪刀撑(59),竖向剪刀撑(58)全高满设于满堂脚手架(54)四周,相邻水平剪刀撑(59)之间的间距不超过8m。8. a kind of non-vertical façade curtain wall construction hanging basket according to claim 6, is characterized in that, full hall scaffold (54) is provided with vertical scissor braces (58) and several horizontal scissor braces (59), vertical The full height of the vertical scissor braces (58) is arranged around the scaffolding (54) of the whole hall, and the distance between adjacent horizontal scissor braces (59) is not more than 8m. 9.根据权利要求1所述的一种非垂直外立面幕墙施工吊篮,其特征在于,内天井悬挂机构(6)包括安装于楼屋面构架层顶层平梁(61)上的悬吊前支架(62)和悬吊后支架(63),以及安装于悬吊前支架(62)和悬吊后支架(63)上的第三悬吊架(64);钢丝绳(2)一端与悬吊操作平台(1)相连接,另一端依次滑动穿过第三悬吊架(64)前端和第三悬吊架(64)顶端后固定于第三悬吊架(64)后端,悬吊后支架(63)上设有第二配重块(65)。9. A kind of non-vertical facade curtain wall construction hanging basket according to claim 1, is characterized in that, the inner patio suspension mechanism (6) comprises the hanging front beam (61) installed on the roof frame layer top flat beam (61). A bracket (62), a rear suspension bracket (63), and a third suspension bracket (64) mounted on the front suspension bracket (62) and the rear suspension bracket (63); one end of the wire rope (2) is connected to the suspension The operation platform (1) is connected, and the other end slides through the front end of the third suspension frame (64) and the top end of the third suspension frame (64) in turn and is fixed to the rear end of the third suspension frame (64). The bracket (63) is provided with a second counterweight (65). 10.根据权利要求9所述的一种非垂直外立面幕墙施工吊篮,其特征在于,悬吊前支架(62)和悬吊后支架(63)均通过安装座(66)安装于顶层平梁(61)上,安装座(66)包括通过锚固螺杆(67)固定于顶层平梁(61)上并采用槽钢制成的支撑底座(68),设于支撑底座(68)上并采用槽钢制成的竖杆(69),以及设于竖杆(69)上的横杆(610);悬吊前支架(62)和悬吊后支架(63)固定安装于横杆(610)上。10. A kind of hanging basket for non-vertical facade curtain wall construction according to claim 9, characterized in that, the suspension front bracket (62) and the suspension rear bracket (63) are both installed on the top floor through the mounting seat (66) On the flat beam (61), the mounting seat (66) includes a support base (68) which is fixed on the top-level flat beam (61) and made of channel steel through an anchoring screw (67), and is arranged on the support base (68) and is connected to the support base (68). A vertical bar (69) made of channel steel, and a horizontal bar (610) arranged on the vertical bar (69); the front suspension bracket (62) and the rear suspension bracket (63) are fixedly mounted on the horizontal bar (610) )superior.
CN202220649658.5U 2022-03-24 2022-03-24 Non-vertical outer vertical face curtain wall construction hanging basket Active CN217557608U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635554A (en) * 2022-03-24 2022-06-17 中国五冶集团有限公司 Non-vertical outer vertical face curtain wall construction hanging basket
CN116025144A (en) * 2022-12-29 2023-04-28 中国华冶科工集团有限公司 Hanging basket suspension mechanism and installation method of hanging basket suspension mechanism

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114635554A (en) * 2022-03-24 2022-06-17 中国五冶集团有限公司 Non-vertical outer vertical face curtain wall construction hanging basket
CN116025144A (en) * 2022-12-29 2023-04-28 中国华冶科工集团有限公司 Hanging basket suspension mechanism and installation method of hanging basket suspension mechanism

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