CN219490701U - An assembled hanging platform - Google Patents
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- CN219490701U CN219490701U CN202320415582.4U CN202320415582U CN219490701U CN 219490701 U CN219490701 U CN 219490701U CN 202320415582 U CN202320415582 U CN 202320415582U CN 219490701 U CN219490701 U CN 219490701U
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- 230000009194 climbing Effects 0.000 claims abstract description 35
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 239000000725 suspension Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 12
- 238000009434 installation Methods 0.000 abstract description 11
- 238000000034 method Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 6
- 239000002023 wood Substances 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 241000719178 Carangoides ruber Species 0.000 description 1
- 241001391944 Commicarpus scandens Species 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009440 infrastructure construction Methods 0.000 description 1
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- 230000002787 reinforcement Effects 0.000 description 1
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Abstract
本实用新型提供一种装配式吊挂平台,属于桥梁施工吊挂平台领域,吊挂爬锥、三角桁架、拉杆、面板和护栏,吊挂爬锥的一端预埋在混凝土钢筋结构内,吊挂爬锥的另一端伸出混凝土钢筋结构的表面,三角桁架设置在吊挂爬锥的外侧,两根拉杆交叉设置在三角桁架上,面板设置在三角桁架上,并设置在拉杆的上端,护栏设置在三角桁架的侧边。本实用新型,可以有效改善高空作业条件、降低施工安全风险,同时,这种作业平台可以采用装配化施工,所有构件均可以在地面加工好后进行高空安装,有效提升了平台安装效率,同时设置吊挂爬锥预埋在混凝土结构内,稳定性更好,拆装更方便。
The utility model provides an assembled hanging platform, which belongs to the field of bridge construction hanging platforms, and is used for hanging climbing cones, triangular trusses, pull rods, panels and guardrails. The other end of the climbing cone protrudes from the surface of the concrete steel structure. The triangular truss is set on the outside of the hanging climbing cone. Two tie rods are crossed on the triangular truss. on the side of the triangular truss. The utility model can effectively improve high-altitude working conditions and reduce construction safety risks. At the same time, this kind of working platform can adopt assembly construction, and all components can be installed high-altitude after the ground is processed, which effectively improves the platform installation efficiency. The hanging climbing cone is pre-buried in the concrete structure, which has better stability and more convenient disassembly and assembly.
Description
技术领域technical field
本实用新型涉及桥梁施工吊挂平台领域,尤其涉及一种装配式吊挂平台。The utility model relates to the field of bridge construction suspension platforms, in particular to an assembled suspension platform.
背景技术Background technique
在基础设施建设过程中高空作业随处可见,例如在桥梁的高墩、盖梁等工程内容施工的过程中基本都是高空作业,然而,在进行上述工程施工时往往缺少一个有效的作业平台,尤其是在支撑牛腿、穿芯钢棒、三角托架等临时支撑装置安装过程中缺少作业平台的情况尤为严重。为了顺利完成上述临时支撑构件的安装,作业人员一般采用由汽车吊及塔吊悬挂一个作业吊篮的方式来提供作业平台,由于这种做法易出现吊篮晃动幅度大、机械易出现故障、吊索易断裂等情况,所以这种简易做法的安全风险较大,尤其是在大风等天气条件下的安全风险更加突出。In the process of infrastructure construction, high-altitude operations can be seen everywhere. For example, during the construction of high piers and cover beams of bridges, it is basically high-altitude operations. Especially in the installation process of temporary support devices such as supporting corbels, cored steel rods, and triangular brackets, the lack of a working platform is particularly serious. In order to successfully complete the installation of the above-mentioned temporary support components, operators generally provide a work platform by suspending a working basket by a truck crane or a tower crane. Due to this method, the hanging basket is prone to large shaking, machinery is prone to failure, and the sling It is easy to break, etc., so the safety risk of this simple method is relatively large, especially the safety risk is more prominent under weather conditions such as strong winds.
目前,在墩柱及盖梁施工过程中部分工序的施工往往缺少一个有效的作业平台,在具体施工中一般是采用汽车吊或是塔吊悬挂吊篮的方式为施工人员提供作业平台,即使搭设有施工平台的话,平台的搭设标准并不统一、搭设作业较为繁琐、平台的通用性不高。吊机悬挂吊篮的方式提供的作业平台存在安全风险高、晃动程度大、平台可靠性低的问题,部分项目搭设的临时作业平台存在安拆难度大、高空作业多、安装工序繁琐、平台周转性低等问题。At present, in the construction of pier columns and cap beams, the construction of some processes often lacks an effective work platform. In the specific construction, the method of hanging baskets by truck cranes or tower cranes is generally used to provide work platforms for construction workers. As for the construction platform, the platform erection standards are not uniform, the erection operation is relatively cumbersome, and the versatility of the platform is not high. The working platform provided by the crane hanging the hanging basket has the problems of high safety risk, high degree of shaking, and low reliability of the platform. The temporary working platform set up by some projects is difficult to install and dismantle, with many high-altitude operations, cumbersome installation procedures, and platform turnover. issues of inferiority.
公告号为CN214739771U的中国专利公开了一种铝制装配式高空操作平台,将平台组件分布于高层钢结构中钢柱的四周且平台组件通过吊挂支架可拆式悬挂固连于钢柱外壁上,护板式防护组件位于平台组件四周且护板式防护组件下端与平台组件可拆式固连。该操作平台是一个四周结构的操作平台,直接悬挂在钢架上,结构比较复杂,同时稳定性不好,后期安装比较麻烦。因此需要设计一种结构简单,安装方便,稳定性好的装配式吊挂平台。The Chinese patent with the notification number CN214739771U discloses an aluminum assembly type high-altitude operation platform. The platform components are distributed around the steel column in the high-rise steel structure and the platform components are detachably suspended and fixed on the outer wall of the steel column through the suspension bracket. , the guard plate type protective component is located around the platform component and the lower end of the guard plate type protective component is detachably connected with the platform component. The operating platform is an operating platform with a surrounding structure, which is directly suspended on the steel frame. The structure is relatively complicated, and the stability is not good at the same time, and the later installation is more troublesome. Therefore need to design a kind of simple in structure, easy to install, the assembled suspension platform with good stability.
实用新型内容Utility model content
本实用新型的目的在于提供一种装配式吊挂平台,解决现有装配式吊挂平台安拆不方便、平台搭设难度大和通用性不强的技术问题。The purpose of the utility model is to provide an assembled hanging platform, which solves the technical problems of inconvenient installation and disassembly of the existing assembled hanging platform, difficulty in platform erection and poor versatility.
为了实现上述目的,本实用新型采用的技术方案如下:In order to achieve the above object, the technical scheme adopted by the utility model is as follows:
一种装配式吊挂平台,吊挂爬锥、三角桁架、拉杆、面板和护栏,吊挂爬锥的一端预埋在混凝土钢筋结构内,吊挂爬锥的另一端伸出混凝土钢筋结构的表面,三角桁架设置在吊挂爬锥的外侧,两根拉杆交叉设置在三角桁架上,面板设置在三角桁架上,并设置在拉杆的上端,护栏设置在三角桁架的侧边。An assembled hanging platform, hanging climbing cones, triangular trusses, tie rods, panels and guardrails, one end of the hanging climbing cones is pre-buried in the concrete steel structure, and the other end of the hanging climbing cones protrudes from the surface of the concrete steel structure , the triangular truss is set on the outside of the hanging climbing cone, two tie rods are crossed on the triangular truss, the panel is set on the triangular truss and the upper end of the tie rods, and the guardrail is set on the side of the triangular truss.
进一步地,吊挂爬锥包括埋件板、螺杆、碗盖和受力螺栓,螺杆的一端与埋件板螺纹连接,碗盖的一端与螺杆的另一端螺纹连接,受力螺栓穿过三角桁架并与碗盖螺纹连接固定。Further, the hanging climbing cone includes an embedded part plate, a screw rod, a bowl cover and a force bolt, one end of the screw rod is threaded with the embedded part plate, one end of the bowl cover is threaded with the other end of the screw rod, and the force bolt passes through the triangular truss And be fixed with screw connection of bowl cover.
进一步地,三角桁架包括立杆、横杆和斜杆,两根立杆分别固定在吊挂爬锥上,且两根立杆间隔设置,两根横杆分别设置在立杆上,斜杆设置在立杆和横杆之间,且倾斜设置。Further, the triangular truss includes vertical rods, horizontal rods and oblique rods, the two vertical rods are respectively fixed on the hanging climbing cones, and the two vertical rods are arranged at intervals, the two horizontal rods are respectively arranged on the vertical rods, and the oblique rods are arranged on the vertical rods. Between the pole and the crossbar, and set it obliquely.
进一步地,面板包括槽口板和脚踏板,若干块脚踏板间隔横跨设置在两块槽口板上。Further, the panel includes a notch plate and a footrest, and several footrests are arranged across the two notch plates at intervals.
进一步地,护栏包括护栏立柱和护栏面板,横杆的端部设置有护栏立柱安装孔,护栏立柱设置在护栏立柱安装孔上,护栏面板设置在面板外侧的上端。Further, the guardrail includes a guardrail post and a guardrail panel, the end of the cross bar is provided with a guardrail post installation hole, the guardrail post is arranged on the guardrail post installation hole, and the guardrail panel is arranged at the upper end outside the panel.
本实用新型由于采用了上述技术方案,具有以下有益效果:The utility model has the following beneficial effects due to the adoption of the above-mentioned technical scheme:
本实用新型,可以有效改善高空作业条件、降低施工安全风险,同时,这种作业平台可以采用装配化施工,所有构件均可以在地面加工好后进行高空安装,有效提升了平台安装效率,同时设置吊挂爬锥预埋在混凝土结构内,稳定性更好,拆装更方便。The utility model can effectively improve high-altitude working conditions and reduce construction safety risks. At the same time, this kind of working platform can adopt assembly construction, and all components can be installed at high altitude after the ground is processed, which effectively improves the platform installation efficiency. The hanging climbing cone is pre-buried in the concrete structure, which has better stability and more convenient disassembly and assembly.
附图说明Description of drawings
图1是本实用新型吊挂平台侧视图;Fig. 1 is a side view of the utility model suspension platform;
图2是本实用新型吊挂平台俯视图;Fig. 2 is a top view of the utility model suspension platform;
图3是本实用新型吊挂平台正视图;Fig. 3 is the front view of the hanging platform of the utility model;
图4是本实用新型吊挂平台面板结构示意图;Fig. 4 is a structural schematic diagram of the panel of the hanging platform of the utility model;
图5是本实用新型吊挂平台面吊挂爬锥结构示意图;Fig. 5 is a schematic diagram of the utility model hanging platform surface hanging climbing cone structure;
图6是本实用新型吊挂爬锥的埋件板结构示意图;Fig. 6 is a structural schematic diagram of the embedded part plate of the utility model for hanging the climbing cone;
图7是本实用新型吊挂爬锥的螺杆结构示意图;Fig. 7 is a schematic diagram of the screw structure of the utility model for hanging and climbing the cone;
图8是本实用新型吊挂爬锥的碗盖结构示意图;Fig. 8 is a schematic diagram of the structure of the bowl cover of the utility model for hanging and climbing the cone;
图9是本实用新型吊挂爬锥的受力螺栓结构示意图。Fig. 9 is a structural schematic diagram of the stressed bolts of the utility model for hanging the climbing cone.
附图中,1-吊挂爬锥,1.1-埋件板,1.2-螺杆,1.3-碗盖,1.4-受力螺栓,2-立杆,3-横杆,4-斜杆,5-护栏立柱,6-连接螺栓,7-顶紧螺栓,8-拉杆,9-拉杆连接扣,10-护栏立柱安装孔,11-槽口板,12-脚踏板。In the accompanying drawings, 1-hanging climbing cone, 1.1-embedded plate, 1.2-screw, 1.3-bowl cover, 1.4-forced bolt, 2-vertical pole, 3-horizontal bar, 4-slanting bar, 5-guardrail Column, 6-connecting bolt, 7-top tightening bolt, 8-tie rod, 9-tie rod connecting buckle, 10-guardrail column mounting hole, 11-notch plate, 12-pedal.
具体实施方式Detailed ways
为使本实用新型的目的、技术方案及优点更加清楚明白,以下参照附图并举出优选实施例,对本实用新型进一步详细说明。然而,需要说明的是,说明书中列出的许多细节仅仅是为了使读者对本实用新型的一个或多个方面有一个透彻的理解,即便没有这些特定的细节也可以实现本实用新型的这些方面。In order to make the purpose, technical solutions and advantages of the utility model clearer, the utility model will be further described in detail below with reference to the drawings and preferred embodiments. However, it should be noted that many details listed in the specification are only for readers to have a thorough understanding of one or more aspects of the present invention, and these aspects of the present invention can be realized even without these specific details.
如图1-2所示,一种装配式吊挂平台,吊挂爬锥1、三角桁架、拉杆9、面板和护栏,吊挂爬锥1的一端预埋在混凝土钢筋结构内,吊挂爬锥1的另一端伸出混凝土钢筋结构的表面,三角桁架设置在吊挂爬锥1的外侧,两根拉杆9交叉设置在三角桁架上,面板设置在三角桁架上,并设置在拉杆9的上端,护栏设置在三角桁架的侧边。立杆2和横杆3是通过连接螺栓6固定设置,顶紧螺栓设置在护栏立柱5的外侧,对护栏立柱5进行挤压,压紧的作用。As shown in Figure 1-2, an assembled hanging platform, hanging climbing cone 1, triangular truss, tie rod 9, panel and guardrail, one end of hanging climbing The other end of the cone 1 protrudes from the surface of the concrete reinforcement structure. The triangular truss is set on the outside of the hanging climbing cone 1. Two tie rods 9 are arranged crosswise on the triangular truss. , the guardrail is set on the side of the triangular truss. The vertical bar 2 and the cross bar 3 are fixedly arranged by the connecting bolt 6, and the jacking bolt is arranged on the outside of the guardrail column 5, and the guardrail column 5 is extruded and compacted.
本实用新型实施例中,如图5-9所示,吊挂爬锥1包括埋件板1.1、螺杆1.2、碗盖1.3和受力螺栓1.4,螺杆1.2的一端与埋件板1.1螺纹连接,碗盖1.3的一端与螺杆1.2的另一端螺纹连接,受力螺栓1.4穿过三角桁架并与碗盖1.3螺纹连接固定。使用以下参数的部件,埋件板D15,高强螺杆D15,碗盖M30/D15和受力螺栓M30。In the embodiment of the utility model, as shown in Figure 5-9, the hanging climbing cone 1 includes an embedded part plate 1.1, a screw rod 1.2, a bowl cover 1.3 and a stressed bolt 1.4, and one end of the screw rod 1.2 is threadedly connected with the embedded part plate 1.1, One end of the bowl cover 1.3 is threadedly connected with the other end of the screw rod 1.2, and the stressed bolt 1.4 passes through the triangular truss and is threadedly connected with the bowl cover 1.3 for fixing. Use the components with the following parameters, the embedded part plate D15, the high-strength screw rod D15, the bowl cover M30/D15 and the force bolt M30.
本实用新型实施例中,如图1-3所示,三角桁架包括立杆2、横杆3和斜杆4,两根立杆2分别固定在吊挂爬锥1上,且两根立杆2间隔设置,两根横杆3分别设置在立杆2上,斜杆4设置在立杆2和横杆3之间,且倾斜设置。In the embodiment of the utility model, as shown in Figures 1-3, the triangular truss includes a vertical rod 2, a horizontal rod 3 and an oblique rod 4, and the two vertical rods 2 are respectively fixed on the hanging climbing cone 1, and the two vertical rods 2 are spaced apart. Setting, two crossbars 3 are respectively arranged on the vertical rod 2, and the oblique rod 4 is arranged between the vertical rod 2 and the crossbar 3, and is arranged obliquely.
其中吊挂爬锥采用悬臂模专用爬锥,该爬锥主要分为预埋部分和受力螺栓两部分;其中三角桁架主要由立杆、横杆、斜杆组成,这三种杆件均采用热轧轻型槽钢C120*53*5.5*9进行加工,三种杆件的连接均采用M10螺栓进行连接;其中面板由截面尺寸为100*50mm的方木和50*50mm的方木进行加工,100*50mm的方面主要作为脚踏板、50*50mm的方木主要卡在横杆槽钢槽口中起到定位的作用;其中护栏立柱采用θ38*3mm钢管进行加工,立柱插入到立柱插孔中后通过顶紧螺丝顶紧,立柱在距离顶端100mm和900mm处焊接两处边长为50mm的L型θ10mm卡扣,用于固定护栏面板,护栏面板采用35*35*2.5mm的方钢作为边框,内部焊接直径为5mm的钢丝网,下部焊接厚度为1.5mm的挡板;底座及立柱安装牢固后将面板挂在立柱卡扣上。Among them, the hanging climbing cone adopts the special climbing cone for the cantilever mold. The climbing cone is mainly divided into two parts: the embedded part and the stressed bolt; the triangular truss is mainly composed of vertical rods, horizontal rods and oblique rods. The hot-rolled light channel steel C120*53*5.5*9 is processed, and the connections of the three rods are all connected by M10 bolts; the panels are processed by square wood with a section size of 100*50mm and square wood with a cross-sectional size of 50*50mm. The 100*50mm side is mainly used as a foot pedal, and the 50*50mm square wood is mainly stuck in the channel steel slot of the cross bar to play a positioning role; the guardrail column is processed with θ38*3mm steel pipe, and the column is inserted into the column socket After tightening by tightening the screw, two L-shaped θ10mm buckles with a side length of 50mm are welded to the column at a distance of 100mm and 900mm from the top to fix the guardrail panel. The guardrail panel uses 35*35*2.5mm square steel as the frame , the steel wire mesh with a diameter of 5mm is welded inside, and the baffle with a thickness of 1.5mm is welded at the lower part; after the base and the column are installed firmly, hang the panel on the buckle of the column.
本实用新型实施例中,如图4所示,面板包括槽口板11和脚踏板12,若干块脚踏板12间隔横跨设置在两块槽口板11上。槽口板11和脚踏板12均为木板结构。In the embodiment of the utility model, as shown in FIG. 4 , the panel includes a notch plate 11 and a pedal 12 , and several pedals 12 are arranged across the two notch plates 11 at intervals. The notch plate 11 and the footboard 12 are all wooden structure.
本实用新型实施例中,护栏包括护栏立柱5和护栏面板,横杆3的端部设置有护栏立柱安装孔10,护栏立柱5设置在护栏立柱安装孔10上,护栏面板设置在面板外侧的上端。护栏面板围成一个个框性结构。In the embodiment of the utility model, the guardrail includes a guardrail post 5 and a guardrail panel, the end of the cross bar 3 is provided with a guardrail post mounting hole 10, the guardrail post 5 is arranged on the guardrail post mounting hole 10, and the guardrail panel is arranged at the upper end of the panel outside . Guardrail panels form a frame structure.
该吊挂装配式平台装置的安装程序如下:待混凝土结构物施工至爬锥预埋位置后进行爬锥预埋部分的预埋→在地面组装吊挂桁架,将桁架的立杆、斜杆、横杆组装到一起→在地面根据爬锥的预埋位置及相邻两个吊挂桁架的计划安装夹角进行面板的加工→将吊挂桁架利用塔吊或汽车吊吊至爬锥位置后利用受力螺栓进行固定→将加工好的面板吊至桁架顶,让底部方木卡入到横杆槽钢槽口中,并将方木和横杆进行绑扎→将护栏立柱插入到位于横杆上的立柱插孔中,并利用顶紧螺栓固定→安装护栏面板。The installation procedure of the hanging assembled platform device is as follows: After the concrete structure is constructed to the pre-embedded position of the climbing cone, the pre-embedded part of the climbing cone is pre-embedded → the hanging truss is assembled on the ground, and the vertical rods, inclined rods, Assemble the crossbars together → process the panel on the ground according to the pre-embedded position of the climbing cone and the planned installation angle of two adjacent hanging trusses → hoist the hanging truss to the position of the climbing cone with a tower crane or a truck Fix the bolts → hoist the processed panel to the top of the truss, let the bottom square wood snap into the channel steel slot of the cross bar, and bind the square wood and the cross bar → insert the guardrail post into the post on the cross bar Jack, and use the jacking bolts to fix → install the guardrail panel.
脚踏板的加工依据吊挂桁架的安装情况确定,当相邻吊挂桁架平行时加工为矩形,当相邻吊挂桁架存在一定夹角时工为梯形。该种装配式吊挂桁架不仅可以在矩形结构物上使用,同时可可以在半径较大的圆形结构物上使用。The processing of the pedals is determined according to the installation conditions of the hanging trusses. When the adjacent hanging trusses are parallel, they are processed into a rectangle. When the adjacent hanging trusses have a certain angle, they are processed into a trapezoid. This kind of assembled hanging truss can not only be used on rectangular structures, but also can be used on circular structures with larger radius.
以上所述仅是本实用新型的优选实施方式,应当指出,对于本技术领域的普通技术人员来说,在不脱离本实用新型原理的前提下,还可以作出若干改进和润饰,这些改进和润饰也应视为本实用新型的保护范围。The above is only a preferred embodiment of the utility model, it should be pointed out that for those of ordinary skill in the art, without departing from the principle of the utility model, some improvements and modifications can also be made. These improvements and modifications It should also be regarded as the protection scope of the present utility model.
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