CN207063497U - A kind of aerial work basket suspension arrangement available for architectural engineering privileged sites - Google Patents
A kind of aerial work basket suspension arrangement available for architectural engineering privileged sites Download PDFInfo
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- CN207063497U CN207063497U CN201720508118.4U CN201720508118U CN207063497U CN 207063497 U CN207063497 U CN 207063497U CN 201720508118 U CN201720508118 U CN 201720508118U CN 207063497 U CN207063497 U CN 207063497U
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Abstract
本实用新型公开了一种可用于建筑工程特殊部位的高处作业吊篮悬挂装置,包括型钢悬挑梁,型钢悬挑梁一侧通过U型连接螺栓支撑固定在支撑架上或者承重墙上,在支撑架前侧的型钢悬挑梁为悬挂段并且在支撑架后侧的型钢悬挑梁为锚固段,在锚固段的尾部前后间隔设置有至少两个锚固件,每一个锚固件包括两根沿竖直方向设置的锚固螺杆,两根锚固螺杆靠近型钢悬挑梁的左右侧壁设置,两根锚固螺杆的底部与底板焊接相连,在型钢悬挑梁锚固段的顶壁上设置有压梁,两根锚固螺杆穿过压梁上的螺栓孔并且通过螺母固定相连,在锚固件前侧的锚固段底部和结构板之间支撑设置有垫木。采用本结构解决了现有吊篮悬挂机构无法在矮小空间等特殊部位安装使用的难题。
The utility model discloses a hanging basket suspension device for high-altitude operations that can be used in special parts of construction engineering, comprising a section steel cantilever beam, one side of the section steel cantilever beam is supported and fixed on a support frame or a load-bearing wall through U-shaped connecting bolts. The steel cantilever beam on the front side of the support frame is the suspension section and the steel cantilever beam on the rear side of the support frame is the anchor section. At least two anchors are arranged at intervals at the rear of the anchor section. Anchor screws arranged in the vertical direction, two anchor screws are set close to the left and right side walls of the steel cantilever beam, the bottoms of the two anchor screws are connected to the bottom plate by welding, and a pressure beam is set on the top wall of the anchor section of the steel cantilever beam , two anchor screw rods pass through the bolt holes on the pressure beam and are fixedly connected by nuts, and a skid is provided between the bottom of the anchor section on the front side of the anchor and the structural plate. The adoption of the structure solves the problem that the existing hanging basket suspension mechanism cannot be installed and used in special places such as short and small spaces.
Description
技术领域technical field
本实用新型涉及建筑工程高处作业吊篮,具体来说涉及一种可用于建筑工程特殊部位的高处作业吊篮悬挂装置。The utility model relates to a hanging basket for high-altitude operations in construction engineering, in particular to a hanging basket suspension device for high-altitude operations that can be used in special parts of construction engineering.
背景技术Background technique
高处作业吊篮是建筑工程外立面施工中广泛使用的一种建筑施工机械,由悬吊平台、悬挂机构、提升机、安全锁、钢丝绳等组成。其中悬挂机构是架设于建筑物或构筑物上,通过钢丝绳悬挂悬吊平台的装置。现有吊篮标准悬挂机构采用类似于塔吊的结构布局,由上下支柱、悬挂臂、平衡臂、配重、顶部斜拉钢丝绳等组成,体积庞大,结构复杂,因占用空间较大,仅适于安装在建、构筑物顶部等宽敞、无障碍露天部位,且安装、拆卸工序繁琐,费时、费工、费力。The hanging basket for high-altitude operation is a kind of building construction machinery widely used in the construction of building facades. It is composed of a suspension platform, a suspension mechanism, a hoist, a safety lock, and a wire rope. Wherein the suspension mechanism is a device that is erected on a building or a structure and suspends a suspension platform through a steel wire rope. The existing hanging basket standard suspension mechanism adopts a structural layout similar to that of a tower crane. It is composed of upper and lower pillars, suspension arms, balance arms, counterweights, and cable-stayed wire ropes at the top. It is bulky and complex in structure. It is installed in spacious and barrier-free open-air places such as the top of buildings and structures, and the installation and disassembly procedures are cumbersome, time-consuming, labor-intensive, and labor-intensive.
随着现代建筑设计发展,涌现出大量新颖的建筑立面和顶面设计,包括高层建筑坡屋顶,锥顶,以及各种异形立面等,当采用吊篮进行这些建筑物外立面施工时,常需将悬挂机构设置在屋顶的夹层或中间楼层内,现有吊篮悬挂机构由于体积大而无法进入,且在顶部空间较小部位也不能使用。在此情况下不得不舍弃吊篮,而改用其他原始、危险、低效的施工作业方式,存在较大的安全隐患,工作效率低,影响施工质量,给建筑施工单位带来极大困扰。With the development of modern architectural design, a large number of novel building facade and top surface designs have emerged, including high-rise building sloping roofs, conical roofs, and various special-shaped facades. When using hanging baskets for the construction of these building facades , It is often necessary to set the suspension mechanism in the mezzanine or middle floor of the roof. The existing hanging basket suspension mechanism cannot be entered due to its large volume, and it cannot be used in a small part of the head space. In this case, the hanging basket had to be abandoned, and other primitive, dangerous, and inefficient construction methods were used instead, which had great potential safety hazards, low work efficiency, affected construction quality, and brought great troubles to construction units.
发明内容Contents of the invention
本实用新型的目的在于克服已有技术的不足,提供一种大大缩小了体积,适用于建、构筑物上包括矮小空间在内的各部位,满足承载要求的可用于建筑工程特殊部位的高处作业吊篮悬挂装置。The purpose of the utility model is to overcome the deficiencies of the prior art, to provide a greatly reduced volume, which is suitable for various parts of buildings and structures including short spaces, meets the load-bearing requirements and can be used for high-altitude operations in special parts of construction projects. Basket suspension.
为达到上述目的,本实用新型采用下述技术方案:In order to achieve the above object, the utility model adopts the following technical solutions:
本实用新型的一种可用于建筑工程特殊部位的高处作业吊篮悬挂装置,包括型钢悬挑梁,所述的型钢悬挑梁一侧通过U型连接螺栓支撑固定在支撑架上或者承重墙上,在所述的支撑架前侧的型钢悬挑梁为悬挂段并且在所述的支撑架后侧的型钢悬挑梁为锚固段,在所述的锚固段的尾部前后间隔设置有至少两个锚固件,每一个所述的锚固件包括两根沿竖直方向设置的锚固螺杆,两根锚固螺杆靠近型钢悬挑梁的左右侧壁设置,两根锚固螺杆的底部与底板焊接相连,所述两根锚固螺杆下部以及底板预埋在结构板内,其中底板位于结构板的底部,在所述的两根锚固螺杆下部套有PVC管,所述的底板顶部周边具有钝角,在底板上表面贴有塑料薄膜作为隔离层,在与两根锚固螺杆相对的型钢悬挑梁锚固段的顶壁上设置有压梁,两根锚固螺杆穿过所述的压梁上的螺栓孔并且通过螺母固定相连,在锚固件前侧的锚固段底部和结构板之间支撑设置有垫木,在位于锚固件左右两侧的型钢悬挑梁锚固段后部的顶面上焊接有左右两个限位挡,所述的型钢悬挑梁长度为2.5m—3.5m,所述的支撑架高度为600mm—1000mm。The utility model relates to a hanging basket suspension device for high-altitude operations that can be used in special parts of construction projects, including a steel cantilever beam, one side of the steel cantilever beam is supported and fixed on a support frame or a load-bearing wall by U-shaped connecting bolts Above, the steel cantilever beam on the front side of the support frame is the suspension section and the steel cantilever beam on the rear side of the support frame is the anchor section, and at least two An anchor, each of the anchors includes two anchor screws arranged in the vertical direction, the two anchor screws are arranged near the left and right side walls of the steel cantilever beam, and the bottoms of the two anchor screws are connected to the base plate by welding, so The lower parts of the two anchoring screws and the base plate are pre-embedded in the structural plate, wherein the base plate is located at the bottom of the structural plate. A plastic film is pasted as an isolation layer, and a pressure beam is arranged on the top wall of the anchor section of the steel cantilever beam opposite to the two anchor screws, and the two anchor screws pass through the bolt holes on the pressure beam and are fixed by nuts Connected, between the bottom of the anchor section on the front side of the anchor piece and the structural plate, a skid is set up, and two left and right stoppers are welded on the top surface of the rear part of the anchor section of the steel cantilever beam on the left and right sides of the anchor piece , the length of the section steel cantilever beam is 2.5m-3.5m, and the height of the support frame is 600mm-1000mm.
本实用新型的有益效果是:The beneficial effects of the utility model are:
适用于建筑工程各部位,解决了现有吊篮悬挂机构无法在矮小空间等特殊部位安装使用的难题,满足承载要求,稳定性好、安全可靠。与传统吊篮悬挂机构相比,该装置结构简单、轻巧,安拆工序简化,使用、运输、存放灵活方便,大量节省制作材料和施工费用,同时加快施工进度,降低劳动强度。It is suitable for various parts of construction projects, solves the problem that the existing hanging basket suspension mechanism cannot be installed and used in special parts such as short spaces, meets the load-bearing requirements, and has good stability, safety and reliability. Compared with the traditional hanging basket suspension mechanism, the device has a simple and light structure, simplified installation and disassembly procedures, flexible and convenient use, transportation, and storage, which saves a lot of production materials and construction costs, and at the same time speeds up the construction progress and reduces labor intensity.
附图说明Description of drawings
图1为本实用新型的可用于建筑工程特殊部位的高处作业吊篮悬挂装置的安装示意图;Fig. 1 is the installation schematic diagram of the hanging basket suspension device of the utility model that can be used for the special position of construction engineering;
图2为图1所示的结构中的1-1剖面示意图;Fig. 2 is a schematic sectional view of 1-1 in the structure shown in Fig. 1;
图3为图1所示的结构中的2-2剖面示意图;Fig. 3 is a schematic sectional view of 2-2 in the structure shown in Fig. 1;
图4为图1所示的结构中的A节点放大图;Fig. 4 is an enlarged view of node A in the structure shown in Fig. 1;
图5为图1所示的结构中的B节点放大图;Figure 5 is an enlarged view of node B in the structure shown in Figure 1;
图6为图1所示的结构中的支撑架示意图。FIG. 6 is a schematic diagram of a support frame in the structure shown in FIG. 1 .
图7为图1所示的结构中的锚固件装配示意图。Fig. 7 is a schematic diagram of the assembly of the anchor in the structure shown in Fig. 1 .
具体实施方式Detailed ways
下面结合附图和具体实施例对本实用新型加以详细说明。The utility model is described in detail below in conjunction with accompanying drawing and specific embodiment.
如附图所示的本实用新型的一种可用于建筑工程特殊部位的高处作业吊篮悬挂装置,包括型钢悬挑梁1,所述的型钢悬挑梁1一侧通过U型连接螺栓5支撑固定在支撑架2上或者承重墙上,作为本实用新型的一种实施方式,所述的支撑架2包括底座9,在所述的底座9中间通过沿竖直方向设置的立柱10固定有连接板11,所述的型钢悬挑梁1一侧支撑在连接板11上并通过U型连接螺栓5固定在支撑架2的连接板11上。进一步优选的在所述的底座9上设置有加强筋12,在立柱与底座之间固定有斜撑13。As shown in the accompanying drawings, a hanging basket suspension device of the utility model that can be used for special parts of construction projects includes a steel cantilever beam 1, and one side of the steel cantilever beam 1 is connected by a U-shaped bolt 5 The support is fixed on the support frame 2 or on the load-bearing wall. As an embodiment of the present utility model, the support frame 2 includes a base 9, and in the middle of the base 9, a vertical column 10 is fixed A connecting plate 11 , one side of the section steel cantilever beam 1 is supported on the connecting plate 11 and fixed on the connecting plate 11 of the support frame 2 through U-shaped connecting bolts 5 . Further preferably, a reinforcing rib 12 is provided on the base 9, and a diagonal brace 13 is fixed between the column and the base.
在所述的支撑架2前侧的型钢悬挑梁1为悬挂段并且在所述的支撑架2后侧的型钢悬挑梁1为锚固段,在所述的锚固段的尾部前后间隔设置有至少两个锚固件7,每一个所述的锚固件7包括两根沿竖直方向设置的锚固螺杆8,两根锚固螺杆8靠近型钢悬挑梁1的左右侧壁设置,两根锚固螺杆8的底部与底板4焊接相连。所述两根锚固螺杆8下部以及底板4预埋在结构板6内,其中底板位于结构板的底部。在所述的两根锚固螺杆下部套有PVC管,使用后可将锚固螺杆拆卸。所述的底板顶部周边具有钝角,且在底板上表面贴有塑料薄膜作为隔离层,以利拆卸锚固螺杆时与结构混凝土脱离。在与两根锚固螺杆8相对的型钢悬挑梁锚固段的顶壁上设置有压梁14,两根锚固螺杆8穿过所述的压梁14上的螺栓孔并且通过螺母固定相连。在锚固件7前侧的锚固段底部和结构板6之间支撑设置有垫木15。The shaped steel cantilever beam 1 on the front side of the support frame 2 is a suspension section and the shaped steel cantilever beam 1 on the rear side of the support frame 2 is an anchor section, and the rear part of the anchor section is spaced before and after. At least two anchors 7, each of the anchors 7 includes two anchoring screws 8 arranged in the vertical direction, the two anchoring screws 8 are arranged near the left and right side walls of the steel cantilever beam 1, and the two anchoring screws 8 The bottom of the bottom is connected to the base plate 4 by welding. The lower parts of the two anchoring screws 8 and the bottom plate 4 are pre-embedded in the structural plate 6, wherein the bottom plate is located at the bottom of the structural plate. The lower parts of the two anchoring screw rods are covered with PVC pipes, and the anchoring screw rods can be disassembled after use. The periphery of the top of the bottom plate has an obtuse angle, and a plastic film is pasted on the top of the bottom plate as an isolation layer, so as to facilitate separation from the structural concrete when the anchor screw is removed. A pressure beam 14 is arranged on the top wall of the anchoring section of the steel cantilever beam opposite to the two anchor screws 8, and the two anchor screws 8 pass through the bolt holes on the pressure beam 14 and are fixedly connected by nuts. A skid 15 is supported between the bottom of the anchor section on the front side of the anchor piece 7 and the structural plate 6 .
在位于锚固件左右两侧的型钢悬挑梁锚固段后部的顶面上焊接有左右两个限位挡3,其作用是配合锚固件上的压梁阻止型钢悬挑梁在工作中发生左右位移,以保持吊篮悬挂装置稳定,从而确保安全。Two left and right stoppers 3 are welded on the top surface of the rear part of the anchor section of the steel cantilever beam located on the left and right sides of the anchor, and their function is to cooperate with the pressure beam on the anchor to prevent the steel cantilever beam from moving left and right during work. Displacement to keep the gondola suspension stable to ensure safety.
所述的型钢悬挑梁长度为2.5m—3.5m,适合在狭小范围内使用。支撑架高度为600mm—1000mm,适用于低矮空间,同时该尺寸超过一般屋面女儿墙的高度,安装悬挂装置时可避免破坏女儿墙等建筑结构。The length of the section steel cantilever beam is 2.5m-3.5m, which is suitable for use in a narrow area. The height of the support frame is 600mm-1000mm, which is suitable for low space. At the same time, this size exceeds the height of the general roof parapet. When installing the suspension device, it can avoid damaging the parapet and other building structures.
本实用新型的装置使用方式:吊篮悬挂装置安装部位分为以下几种情形:a、安装在平屋面或缓坡屋面上;b、安装在室内,室外无平台,墙体为承重墙;c、安装在室内,室外无平台,墙体为非承重墙;d、安装在室内,室外为悬挑板;e、安装在室内,室外为非悬挑板。悬挂装置设置在室内时,需在墙体上预留洞口或利用窗洞口将型钢悬挑梁穿出室外。情形a、c、d、e需在型钢悬挑梁前部设置支撑架,梁不得压在非承重结构上,其中情形d需对室外悬挑板进行支撑加固。情形b无需设支撑架,将型钢悬挑梁前部支承在洞口下部的承重墙上。The usage mode of the device of the present utility model: the installation position of the hanging basket suspension device is divided into the following situations: a, installed on a flat roof or a gentle slope roof; b, installed indoors, there is no platform outdoors, and the wall is a load-bearing wall; c, Installed indoors, no platform outdoors, the wall is a non-load-bearing wall; d, installed indoors, outdoors are cantilevered slabs; e, installed indoors, outdoors are non-cantilevered slabs. When the suspension device is installed indoors, it is necessary to reserve a hole on the wall or use the window hole to pass the steel cantilever beam out of the room. Cases a, c, d, and e need to set a support frame at the front of the steel cantilever beam, and the beam must not be pressed on a non-load-bearing structure. In case d, the outdoor cantilever slab needs to be supported and reinforced. In case b, there is no need to set up a support frame, and the front part of the steel cantilever beam is supported on the load-bearing wall at the lower part of the opening.
以吊篮悬挂装置设置在斜屋面16夹层为例对本悬挂装置安装使用进行如下说明:Taking the hanging basket hanging device installed on the 16 mezzanine of the inclined roof as an example, the installation and use of this hanging device are explained as follows:
结构施工阶段在结构板6中预埋锚固螺杆,在墙板上预留洞口17安装时,将型钢悬挑梁穿过墙板上的洞口17,使型钢悬挑梁后部位于两侧锚固螺杆之间;调正型钢悬挑梁外伸长度后,在靠近女儿墙位置安装支撑架2,通过U形连接螺栓将支撑架上的连接板与梁连接;在梁后部靠近锚固件处垫垫木15,同时调整梁标高,使之略向里倾斜;将锚固件压梁穿入锚固螺杆扣盖在型钢悬挑梁顶部,在螺杆外露螺纹段套入双螺母拧紧固定。最后在型钢悬挑梁前端吊挂装置上安装钢丝绳并将钢丝绳下端与吊篮上的提升机构连接。In the structural construction stage, the anchor screw is pre-embedded in the structural plate 6, and the hole 17 is reserved on the wall plate. Between; after adjusting the extension length of the steel cantilever beam, install the supporting frame 2 near the parapet wall, and connect the connecting plate on the supporting frame with the beam through the U-shaped connecting bolt; pad the back of the beam near the anchor Wooden 15, adjust the beam elevation at the same time to make it slightly inclined inward; insert the anchor beam into the anchor screw and cover it on the top of the steel cantilever beam, and insert double nuts on the exposed thread section of the screw to tighten and fix. Finally, a wire rope is installed on the suspension device at the front end of the shaped steel cantilever beam and the lower end of the wire rope is connected with the hoisting mechanism on the hanging basket.
悬挂装置拆卸:拆卸钢丝绳、拆卸锚固件、拆卸型钢悬挑梁、支撑架及垫木。Removal of the suspension device: remove the steel wire rope, remove the anchor, remove the steel cantilever beam, support frame and skid.
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| CN201720508118.4U CN207063497U (en) | 2017-05-09 | 2017-05-09 | A kind of aerial work basket suspension arrangement available for architectural engineering privileged sites |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049405A (en) * | 2020-09-14 | 2020-12-08 | 中国十九冶集团有限公司 | Hanging basket wall-penetrating type overhanging structure and method for erecting hanging basket on inclined roof |
| CN113123583A (en) * | 2021-04-29 | 2021-07-16 | 中冶建工集团重庆钢结构有限公司 | Construction method for lower chord node of large-span pipe truss |
| CN113323372A (en) * | 2021-06-30 | 2021-08-31 | 中建中新建设工程有限公司 | Large-angle inclined roof hanging basket and installation method thereof |
-
2017
- 2017-05-09 CN CN201720508118.4U patent/CN207063497U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112049405A (en) * | 2020-09-14 | 2020-12-08 | 中国十九冶集团有限公司 | Hanging basket wall-penetrating type overhanging structure and method for erecting hanging basket on inclined roof |
| CN113123583A (en) * | 2021-04-29 | 2021-07-16 | 中冶建工集团重庆钢结构有限公司 | Construction method for lower chord node of large-span pipe truss |
| CN113323372A (en) * | 2021-06-30 | 2021-08-31 | 中建中新建设工程有限公司 | Large-angle inclined roof hanging basket and installation method thereof |
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Granted publication date: 20180302 |