CN111576829A - Building block type splicing operation frame - Google Patents
Building block type splicing operation frame Download PDFInfo
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- CN111576829A CN111576829A CN202010536290.7A CN202010536290A CN111576829A CN 111576829 A CN111576829 A CN 111576829A CN 202010536290 A CN202010536290 A CN 202010536290A CN 111576829 A CN111576829 A CN 111576829A
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- E—FIXED CONSTRUCTIONS
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- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/17—Comprising essentially pre-assembled three-dimensional [3D] elements, e.g. cubic elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/10—Steps or ladders specially adapted for scaffolds
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
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Abstract
Description
技术领域technical field
本发明涉及工程建筑技术领域,更具体地说,是涉及一种积木式拼接操作架。The invention relates to the technical field of engineering construction, and more particularly, to a building block type splicing operation frame.
背景技术Background technique
在工程建设中,梁、柱作为建筑的支撑主体结构受到高度的重视。在现有的立柱施工过程中,为保证立柱施工的方便作业,保证施工过程顺利,通常搭设脚手架作为工作人员的工作平台。In engineering construction, beams and columns are highly valued as the main supporting structure of the building. In the existing column construction process, in order to ensure the convenient operation of the column construction and the smooth construction process, a scaffold is usually set up as a working platform for the staff.
脚手架有连接件、梁和杆等构成,通常是在立柱过程中围绕立柱即时搭建,现用现装,用完需整体拆除成零部件,方可转至另一立柱使用,效率较低,安装麻烦,降低施工工作效率。且构架尺寸无任何灵活性,架构尺寸的任何改变都要更换配件,导致连接件、梁、杆等零部件数量、种类较多,体积较小,仓储管理压力较大,易造成物料丢失、配件不全、难以寻找等情况,影响使用效果,增加额外的补全物料成本,循环利用率低,经济效益差。Scaffolding consists of connecting pieces, beams and rods. Usually, it is built around the column immediately during the process of the column. trouble and reduce the efficiency of construction work. And there is no flexibility in the frame size. Any change in the frame size requires replacement of accessories, resulting in a large number and variety of connectors, beams, rods and other components, small volumes, and high pressure on warehouse management, which is easy to cause material loss and accessories. Incomplete, difficult to find, etc., affect the use effect, increase the cost of additional supplementary materials, low recycling rate, and poor economic benefits.
以上不足,有待改进。The above is insufficient and needs to be improved.
发明内容SUMMARY OF THE INVENTION
为了克服现有的技术的不足,本发明提供一种积木式拼接操作架。In order to overcome the deficiencies of the prior art, the present invention provides a building block type splicing operation stand.
本发明技术方案如下所述:The technical scheme of the present invention is as follows:
一种积木式拼接操作架,包括多个标准节,所述标准节之间固定连接,所述标准节底部设置有调节底座,所述标准节拼接形成操作架单元,所述操作架单元分别设置在立柱的两侧,所述操作架单元之间通过连接平台连接。A building block-type splicing operation frame, comprising a plurality of standard sections, the standard sections are fixedly connected, an adjustment base is arranged at the bottom of the standard sections, the standard sections are spliced to form an operation frame unit, and the operation frame units are respectively arranged On both sides of the column, the operation frame units are connected by connecting platforms.
上述的一种积木式拼接操作架,所述标准节包括底框与顶框,所述顶框与底框通过立柱框连接。In the above-mentioned building block type splicing operation frame, the standard section includes a bottom frame and a top frame, and the top frame and the bottom frame are connected by a column frame.
进一步的,所述立柱框与所述底框之间通过加强螺栓固定连接,所述立柱框的顶部设置有卡扣,所述立柱框通过所述卡扣与所述顶框固定连接。Further, the column frame and the bottom frame are fixedly connected by reinforcing bolts, the top of the column frame is provided with a buckle, and the column frame is fixedly connected to the top frame through the buckle.
进一步的,所述底框的内部与顶框的内部均设置有工字型支撑架。Further, the inside of the bottom frame and the inside of the top frame are provided with an I-shaped support frame.
进一步的,所述底框的侧边中心设置拉杆连接所述顶框的侧边中心。Further, the side center of the bottom frame is provided with a pull rod to connect the side center of the top frame.
上述的一种积木式拼接操作架,所述标准节的侧面设置网格护栏。In the above-mentioned building block type splicing operation frame, a grid guardrail is arranged on the side of the standard section.
上述的一种积木式拼接操作架,所述标准节的底部设置脚踏板。In the above-mentioned building block type splicing operation frame, a foot pedal is arranged at the bottom of the standard section.
进一步的,所述标准节的顶部设置所述脚踏板。Further, the foot pedal is provided on the top of the standard section.
上述的一种积木式拼接操作架,所述标准节内部设置楼梯,所述楼梯的侧面设置有楼梯扶手。In the above-mentioned building block type splicing operation frame, a staircase is arranged inside the standard section, and a stair handrail is arranged on the side of the staircase.
进一步的,所述楼梯下方空间的边缘设置有楼梯口护栏,所述楼梯口护栏通过护栏固定角钢连接所述标准节的底部。Further, the edge of the space below the stairs is provided with a stair entrance guardrail, and the stair entrance guardrail is connected to the bottom of the standard section through a guardrail fixed angle steel.
上述的一种积木式拼接操作架,所述标准节包括底框与吊耳框架,所述底框与所述吊耳框架通过立柱框连接。In the above-mentioned building block type splicing operation frame, the standard section includes a bottom frame and a lifting lug frame, and the bottom frame and the lifting lug frame are connected by a column frame.
进一步的,所述吊耳框架的四角设置吊耳,所述吊耳与所述立柱框的顶部相对。Further, four corners of the lifting lug frame are provided with lifting lugs, and the lifting lugs are opposite to the top of the column frame.
上述的一种积木式拼接操作架,两个水平相邻的所述标准节的顶部之间与底部之间均通过加强螺栓固定连接。In the above-mentioned building block type splicing operation frame, the tops and bottoms of two horizontally adjacent standard sections are fixedly connected by reinforcing bolts.
上述的一种积木式拼接操作架,两个竖直相邻的所述标准节之间,上方的所述标准节的底框与下方的所述标准节的顶框连接。In the above-mentioned building block type splicing operation frame, between two vertically adjacent standard sections, the bottom frame of the upper standard section is connected with the top frame of the lower standard section.
上述的一种积木式拼接操作架,所述标准节靠近所述立柱的一侧设置有拉杆扶手,所述拉杆扶手横跨两个相邻的所述标准节。In the above-mentioned building block type splicing operation frame, a pull rod handrail is provided on one side of the standard section close to the vertical column, and the pull rod handrail spans two adjacent standard sections.
上述的一种积木式拼接操作架,所述操作架单元在靠近所述立柱的一侧设置平台连接件,所述连接平台通过所述平台连接件连接所述操作架单元。In the above-mentioned building block type splicing operation frame, the operation frame unit is provided with a platform connecting piece on the side close to the vertical column, and the connecting platform is connected to the operation frame unit through the platform connecting piece.
进一步的,所述连接平台包括架管,所述架管与所述平台连接件固定连接。Further, the connection platform includes a rack tube, and the rack tube is fixedly connected with the platform connector.
再进一步的,所述架管的上部设置有架管扶手,所述架管扶手的两端通过架管扶手扣件分别固定在所述立柱两侧的所述操作架单元上。Still further, the upper part of the rack pipe is provided with rack pipe handrails, and both ends of the rack pipe handrails are respectively fixed on the operation rack units on both sides of the upright column through rack pipe handrail fasteners.
上述的一种积木式拼接操作架,所述立柱两侧的所述操作架单元之间设置有叉形的剪刀撑。In the above-mentioned building block type splicing operation frame, fork-shaped scissor braces are arranged between the operation frame units on both sides of the upright column.
上述的一种积木式拼接操作架,所述标准节的安装步骤如下:For the above-mentioned building block type splicing operation frame, the installation steps of the standard section are as follows:
步骤A1.安装底框与立柱框;Step A1. Install the bottom frame and the column frame;
步骤A2.安装顶框与拉杆;Step A2. Install the top frame and tie rod;
步骤A3.安装网格护栏与脚踏板。Step A3. Install the mesh guardrail and footrests.
上述的一种积木式拼接操作架,带楼梯的所述标准节安装步骤如下:For the above-mentioned building block type splicing operation frame, the installation steps of the standard section with stairs are as follows:
步骤B1.安装底框与立柱框;Step B1. Install the bottom frame and the column frame;
步骤B2.安装顶框与拉杆;Step B2. Install the top frame and tie rod;
步骤B3.安装楼梯;Step B3. Install stairs;
步骤B4.安装网格护栏与脚踏板。Step B4. Install the mesh guardrail and footrests.
上述的一种积木式拼接操作架,带楼梯口顶节的所述标准节安装步骤如下:For the above-mentioned building block type splicing operation frame, the installation steps of the standard section with the top section of the stair entrance are as follows:
步骤C1.安装底框与立柱框;Step C1. Install the bottom frame and the column frame;
步骤C2.安装吊耳框架;Step C2. Install the lifting ear frame;
步骤C3.安装楼梯口护栏;Step C3. Install stair entrance guardrail;
步骤C4.安装网格护栏与脚踏板。Step C4. Install the grid guardrail and footrest.
上述的一种积木式拼接操作架,不带楼梯口顶节的所述标准节安装步骤如下:For the above-mentioned building block type splicing operation frame, the installation steps of the standard section without the top section of the stair entrance are as follows:
步骤D1.安装底框与立柱框;Step D1. Install the bottom frame and the column frame;
步骤D2.安装吊耳框架;Step D2. Install the lifting ear frame;
步骤D3.安装网格护栏与脚踏板。Step D3. Install mesh guardrails and footrests.
上述的一种积木式拼接操作架,拼接操作架的安装步骤如下:For the above-mentioned building block type splicing operation frame, the installation steps of the splicing operation frame are as follows:
步骤S1.安装调节底座;Step S1. Install the adjustment base;
步骤S2.安装标准节;Step S2. Install the standard section;
步骤S3.底层安装:重复步骤S1、步骤S2,连接底层各标准节;Step S3. Bottom installation: Repeat steps S1 and S2 to connect the standard sections of the bottom layer;
步骤S4.吊装标准节至需求工作高度;Step S4. Hoist the standard section to the required working height;
步骤S5.安装连接平台;Step S5. Install the connection platform;
步骤S6.安装拉杆扶手;Step S6. Install the lever armrest;
步骤S7.安装架管扶手;Step S7. Install the frame tube handrail;
步骤S8.搭设剪刀撑。Step S8. Set up scissor braces.
根据上述方案的本发明,其有益效果在于,本发明的操作架安装如同积木一般,可根据需要选择四种不同的标准节进行搭设安装,制作标准化、通用化程度高,通过拼装的结构不同,可形成不同尺寸的工作平台,尺寸灵活性高,不需要额外增加配件;不同位置的操作架单元可通过架设连接平台连接,标准节与标准节、连接平台与标准节之间仅通过高强螺栓、扣件、连接件即可完成组装,简单方便,维护更换速度快;安装单元是一个个方形的笼状框体,框体之间通过高强螺栓连接,结构强度远高于通过架管搭设的操作架,满足施工强度要求。除此之外,该积木式操作架在完成一个个标准节的组装后,可循环利用,将标准节作为一个组件单元入库,减少仓储管理压力,方便下次使用,环利用率高,也能快速组装形成操作平台使用,经济效益高。According to the present invention of the above scheme, the beneficial effect is that the installation of the operation frame of the present invention is like building blocks, and four different standard sections can be selected for erection and installation according to needs, the production standardization and generalization degree are high, and the assembled structure is different, Work platforms of different sizes can be formed, with high dimensional flexibility, and no additional accessories are required; the operation frame units at different positions can be connected by erecting the connecting platform, and the standard section and the standard section, the connecting platform and the standard section are only through high-strength bolts, Fasteners and connectors can be assembled, which is simple and convenient, and the maintenance and replacement speed is fast; the installation unit is a square cage-shaped frame, and the frames are connected by high-strength bolts. frame to meet the construction strength requirements. In addition, after completing the assembly of each standard section, the building block operation rack can be recycled, and the standard section is stored as a component unit, which reduces the pressure of warehouse management and facilitates the next use. It can be quickly assembled to form an operation platform, and the economic benefit is high.
附图说明Description of drawings
为了更清楚地说明本发明实施例中的技术方案,下面将对实施例或现有技术描述中所需要使用的附图作简单地介绍,显而易见地,下面描述中的附图仅仅是本发明的一些实施例,对于本领域普通技术人员来讲,在不付出创造性劳动的前提下,还可以根据这些附图获得其他的附图。In order to illustrate the technical solutions in the embodiments of the present invention more clearly, the following briefly introduces the accompanying drawings that need to be used in the description of the embodiments or the prior art. Obviously, the drawings in the following description are only for the present invention. In some embodiments, for those of ordinary skill in the art, other drawings can also be obtained according to these drawings without any creative effort.
图1为标准节的组装示意图一。Figure 1 is a schematic diagram of the assembly of the
图2为标准节的组装示意图二。Figure 2 is the second assembly schematic diagram of the standard section.
图3为标准节的组装示意图三。Figure 3 is a schematic diagram 3 of the assembly of the standard section.
图4为标准节的组装示意图四。Figure 4 is a schematic diagram 4 of the assembly of the standard section.
图5为标准节的组装示意图五。Figure 5 is a schematic diagram of assembly five of the standard section.
图6为标准节的组装示意图六。Figure 6 is a schematic diagram of assembly of the standard section VI.
图7为带楼梯的标准节的组装示意图一。Figure 7 is the first assembly schematic diagram of the standard section with stairs.
图8为带楼梯的标准节的组装示意图二。Figure 8 is the second assembly schematic diagram of the standard section with stairs.
图9为带楼梯的标准节的组装示意图三。Fig. 9 is a schematic diagram 3 of the assembly of the standard section with stairs.
图10为带楼梯的标准节的组装示意图四。Figure 10 is a schematic diagram 4 of the assembly of the standard section with stairs.
图11为带楼梯口的顶部的标准节的组装示意图一。Figure 11 is the first assembly schematic diagram of the standard section with the top of the stairway.
图12为带楼梯口的顶部的标准节的组装示意图二。Figure 12 is the second assembly schematic diagram of the standard section with the top of the stairway.
图13为带楼梯口的顶部的标准节的组装示意图三。Fig. 13 is a schematic diagram 3 of the assembly of the standard section with the top of the stairway.
图14为带楼梯口的顶部的标准节的组装示意图四。Figure 14 is a schematic diagram four of the assembly of the standard section with the top of the stairway.
图15为不带楼梯口的顶部的标准节的组装示意图一。Figure 15 is the first assembly schematic diagram of the standard section without the top of the stairway.
图16为不带楼梯口的顶部的标准节的组装示意图二。Figure 16 is the second assembly schematic diagram of the standard section without the top of the stairway.
图17为操作架的组装示意图一。FIG. 17 is a schematic diagram 1 of the assembly of the operation frame.
图18为操作架的组装示意图二。FIG. 18 is a second assembly schematic diagram of the operation frame.
图19为操作架的组装示意图三。Fig. 19 is a schematic diagram 3 of the assembly of the operation frame.
图20为操作架的组装示意图四。FIG. 20 is a fourth assembly schematic diagram of the operation frame.
图21为操作架的组装示意图五。Fig. 21 is a schematic diagram 5 of the assembly of the operation frame.
图22为操作架的组装示意图六。Fig. 22 is a schematic diagram 6 of the assembly of the operation frame.
图23为操作架的组装示意图七。Fig. 23 is a schematic diagram 7 of the assembly of the operation frame.
图24为操作架的组装示意图八。FIG. 24 is the eighth assembly schematic diagram of the operation frame.
图25为操作架的组装示意图九。FIG. 25 is a schematic diagram 9 of the assembly of the operation frame.
其中,图中各附图标记:Among them, each reference sign in the figure:
100.标准节;100. Standard Section;
1.底框;2.立柱框;3.顶框;31.卡扣;4.拉杆;5.网格护栏;6.脚踏板;7.楼梯;71.楼梯扶手;72.楼梯口护栏;721.护栏固定角钢;8.吊耳框架;81.吊耳;9.调节底座;91.调节螺母;10.平台连接件;11.连接平台;111.架管;12.拉杆扶手;13.架管扶手;131.架管扶手扣件;14.剪刀撑。1. Bottom frame; 2. Column frame; 3. Top frame; 31. Buckle; 4. Pull rod; 5. Grid guardrail; 6. Footrest; 7. Stair; 71. Stair handrail; ; 721. Fixed angle steel for guardrail; 8. Lifting ear frame; 81. Lifting ear; 9. Adjusting base; 91. Adjusting nut; 10. Platform connecting piece; 11. Connecting platform; . Frame tube handrail; 131. Frame tube handrail fastener; 14. Scissor support.
具体实施方式Detailed ways
为了使本发明所要解决的技术问题、技术方案及有益效果更加清楚明白,以下结合附图及实施例,对本发明进行进一步详细说明。应当理解,此处所描述的具体实施例仅用以解释本发明,并不用于限定本发明。In order to make the technical problems, technical solutions and beneficial effects to be solved by the present invention clearer, the present invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are only used to explain the present invention, but not to limit the present invention.
需要说明的是,当部件被称为“固定”或“设置”或“连接”另一个部件,它可以直接或者间接位于该另一个部件上。术语“上”、“下”、“前”、“后”、“竖直”、“水平”、“顶”、“底”、“内”、“外”等指示的方位或位置为基于附图所示的方位或位置,仅是为了便于描述,不能理解为对本技术方案的限制。“多个”的含义是两个或两个以上,除非另有明确具体的限定。It should be noted that when a component is referred to as being "fixed" or "disposed" or "connected" to another component, it can be directly or indirectly located on the other component. The terms "upper", "lower", "front", "rear", "vertical", "horizontal", "top", "bottom", "inner", "outer" etc. refer to orientations or positions based on the attached The orientation or position shown in the figure is only for the convenience of description, and should not be construed as a limitation on the technical solution. "Plurality" means two or more, unless expressly specifically limited otherwise.
一种积木式拼接操作架,包括多个标准节100,标准节100之间固定连接,标准节100底部设置有调节底座9,标准节100拼接形成操作架单元,操作架单元分别设置在立柱的两侧,操作架单元之间通过连接平台11连接。A building block type splicing operation frame, comprising a plurality of
整个操作架的安装如同积木一般,可根据需要选择四种不同的标准节100进行搭设安装,不同位置的操作架可通过架设平台连接,标准节100与标准节100、平台与标准节100之间仅通过高强螺栓、扣件、连接件即可完成组装,简单方便,维护更换速度快,且安装单元是一个个方形的笼状框体,结构强度远高于通过架管111搭设的操作架,满足施工强度要求。除此之外,该积木式操作架在完成一个个标准节100的组装后,可循环利用,将标准节100作为一个组件单元入库,方便下次使用,能快速组装形成操作平台使用。The installation of the entire operation rack is like a building block. Four different
在一种实施例中,如图6所示,标准节100包括底框1与顶框3,顶框3与底框1通过立柱框2连接。立柱框2与底框1之间通过加强螺栓固定连接,立柱框2的顶部设置有卡扣31,顶框3的四角对准立柱框2的顶部,令立柱框2的卡扣31与顶框3固定连接,从而连接顶框3与立柱框2。In an embodiment, as shown in FIG. 6 , the
在一实施例中,底框1的内部与顶框3的内部均设置有工字型支撑架,该工字型支撑架一方面提高底框1与顶框3的强度,另一方面为楼梯7的设置提供架设基础。In one embodiment, the interior of the
在一实施例中,底框1的侧边中心设置拉杆4连接顶框3的侧边中心,拉杆4的设置一方面支撑顶框3、底框1及立柱框2的框架结构,提高整体强度,另一方面为设置护栏提供位置。In one embodiment, the side center of the
标准节100的侧面设置网格护栏5。在不面对立柱的非工作面设置网格防护,相对于栏杆、护栏等防护更全面、更安全,进一步保证工作人员安全,保护视线外的背部环境,防止工作人员失足造成安全事故。A
标准节100的底部设置脚踏板6。在一个实施例中,标准节100的顶部设置脚踏板6。顶部设置脚踏板6实际起防护遮挡作用,可用于遮挡施工过程的一些掉落物,进一步提高安全性,另一方面,笼状操作架的防护和全包围型受天气影响程度较小些,顶部脚踏板6也能够遮挡雨水等天气产物,进一步提高对天气的适应度。A
在一种实施例中,如图10、图14所示,标准节100内部设置楼梯7,楼梯7的侧面设置有楼梯扶手71。楼梯7架设在底框1与顶框3的工字型支撑架上,架设的位置根据需求选择,可 180 度方向自由装配。楼梯7下方空间的边缘设置有楼梯口护栏72,楼梯口护栏72通过护栏固定角钢721连接标准节100的底框1,即工字型支撑架的中心杆上。In one embodiment, as shown in FIG. 10 and FIG. 14 , a staircase 7 is arranged inside the
在一个实施例中,标准节100包括底框1与吊耳框架8,吊耳框架8的四角设置吊耳81,吊耳81与立柱框2的顶部相对,底框1与吊耳框架8通过立柱框2连接。吊耳81设置在一个标准节100外轮廓上,保证标准节100吊装的稳定性与安全性。In one embodiment, the
如图25所示,标准节100经拼接形成操作架单元,两个水平相邻的标准节100的顶框3之间与底框1之间均通过加强螺栓固定连接,两个竖直相邻的标准节100之间,上方的标准节100的底框1与下方的标准节100的顶框3插接,并通过高强螺栓锁紧。As shown in FIG. 25 , the
操作架单元中,标准节100靠近立柱的一侧设置有拉杆扶手12,拉杆扶手12横跨两个相邻的标准节100,拉杆扶手12的两端分别通过旋转扣件固定在两个标准节100的拉杆4上。通常设置三根拉杆扶手12,第一根拉杆扶手12离平台行走地面200mm、第二根拉杆扶手12700mm、第三根拉杆扶手121200mm。在靠近立柱的一侧设置拉杆扶手12,一方面考虑到工作人员的施工安全,另一方面,方便工作人员的施工,也能够短暂地为施工提供着力点。In the operation frame unit, a
自第二层起,操作架单元的标准节100在靠近立柱的一侧设置平台连接件10,连接平台11通过平台连接件10连接操作架单元。连接平台11包括架管111,架管111的两端通过扣件螺栓分别与平台连接件10固定连接。架管111的上部设置有架管扶手13,架管扶手13的两端通过架管扶手扣件131分别固定在立柱两侧的操作架单元上,具体的,架管扶手13的两端通过方管与架管扶手扣件131固定在标准节100的立柱框2上。连接平台11连接立柱两侧的操作架单元,为工作人员移动提供便利。From the second floor onwards, the
立柱两侧的操作架单元之间设置有叉形的剪刀撑14,剪刀撑用管一高一低分别固定在两侧的操作架单元上,具体的,通过方管与扣件固定在标准节100的立柱框2上,两根管中间的交界处使用旋转扣件固定,并使用扣件螺栓锁紧。剪刀撑14的设置进一步提高操作架的强度,尤其是两侧操作架单元之间的强度,同时减小两者的相对位移。Fork-shaped scissor braces 14 are arranged between the operation frame units on both sides of the column, and the scissor braces are fixed on the operation frame units on both sides with a high and a low tube respectively. On the
操作架作为垂直上下安全通道及施工的工作平台,方便工作人员施工及检查,为施工、监理人员提供安全、舒适、便捷的施工平台和上下通道。As a vertical up and down safe passage and construction work platform, the operation frame is convenient for the construction and inspection of the staff, and provides a safe, comfortable and convenient construction platform and up and down passage for the construction and supervision personnel.
标准节100的安装步骤如下:The installation steps for the
步骤A1.安装底框1与立柱框2:如图1所示,先将底框1水平摆放在地面,如图2所示,然后将两侧立柱框2安装到两端,用M14*40高强螺栓固定。Step A1. Install the
步骤A2.安装顶框3与拉杆4:如图3所示,在立柱框2的上方安装顶框3,将顶框3四个角的八个卡扣31朝顶部装入两侧立柱框2之间,用 M14*40 高强螺栓固定,如图4所示,再安装好拉杆4,将顶框3与底框1连接,用 M12*40 高强螺栓固定。Step A2. Install the
步骤A3.安装网格护栏5与脚踏板6:如图5所示安装网格护栏5,将有网片的一面朝外侧,用 M10*40 高强螺栓固定,同样方法安装标准节100长度方向的网格护栏5,侧面的网格护栏5按具体使用要求来选择安装,保证工作人员不易掉落即可。然后在底框1的内部安装脚踏板6,脚踏板6可先安装端头踏板,再安装中间脚踏板6,自两端向中间安装。Step A3. Install the
带楼梯7的标准节100安装步骤如下:The installation steps for the
步骤B1.安装底框1与立柱框2:如图1所示,先将底框1水平摆放在地面,如图2所示,然后将两侧立柱框2安装到两端,用M14*40高强螺栓固定。Step B1. Install the
步骤B2.安装顶框3与拉杆4:如图3所示,在立柱框2的上方安装顶框3,将顶框3四个角的八个卡扣31朝顶部装入两侧立柱框2之间,用 M14*40 高强螺栓固定,如图4所示,再安装好拉杆4,将顶框3与底框1连接,用 M12*40 高强螺栓固定。Step B2. Install the
步骤B1同步骤A1,步骤B2同步骤A2,先将标准节100的主体框架结构拼接完成。Step B1 is the same as step A1, and step B2 is the same as step A2. First, the main frame structure of the
步骤B3.安装楼梯7:如图7所示,将楼梯7放入底框1与顶框3之间,分别对准底框1与顶框3上的楼梯7安装位置,用 M10*40 高强螺栓固定。楼梯7可 180 度方向自由装配,方向可根据现场使用情况来定。如图8所示,接下来将楼梯扶手71安装到楼梯7内侧,用 M10*40 螺栓固定。如图9所示,然后将楼梯口护栏72放在底框1中梁上,用 M10*40 螺栓固定。Step B3. Install the stairs 7: As shown in Figure 7, put the stairs 7 between the
步骤B4.安装网格护栏5与脚踏板6:如图10所示,安装网格护栏5,将有网片的一面朝外侧,用 M10*40 高强螺栓固定,同样方法安装标准节100长度方向的网格护栏5,侧面的网格护栏5按具体使用要求来选择安装,保证工作人员不易掉落即可。然后在底框1的内部安装脚踏板6,脚踏板6可先安装端头踏板,再安装中间脚踏板6,自两端向中间安装。其中,脚踏板6的安装根据现场方向设置纵向的脚踏板6。Step B4. Install the
带楼梯7口的顶部的标准节100安装步骤如下
步骤C1.安装底框1与立柱框2:如图1所示,先将底框1水平摆放在地面,然后将两侧立柱框2安装到两端,用M14*40高强螺栓固定。Step C1. Install the
步骤C2.安装吊耳框架8:如图11所示,将吊耳框架8的吊耳81对准立柱框2的顶部,装入两侧立柱框2之间,用 M14*4 高强螺栓固定,再安装好拉杆4,如图12所示,用 M12*40高强螺栓固定。Step C2. Install the lifting lug frame 8: As shown in Figure 11, align the lifting
步骤C3.安装楼梯口护栏72:如图13所示,将楼梯口护栏72按方位将护栏固定角钢721开口卡在底框1上,用 M10*40 螺栓固定。Step C3. Install the stairway guardrail 72: As shown in Figure 13, the
步骤C4.安装网格护栏5与脚踏板6:如图14所示,安装网格护栏5,将有网片的一面朝外侧,用 M10*40 高强螺栓固定,同样方法安装标准节100长度方向的网格护栏5,侧面的网格护栏5按具体使用要求来选择安装,保证工作人员不易掉落即可。脚踏板6先安装端头踏板,再安装中间脚踏板6,自两端向中间安装,顶部踏板按实际使用情况确定是否铺设。Step C4. Install the
不带楼梯7口的顶部的标准节100安装步骤如下:The installation steps for the
步骤D1.安装底框1与立柱框2:如图1所示,先将底框1水平摆放在地面,然后将两侧立柱框2安装到两端,用M14*40高强螺栓固定。Step D1. Install the
步骤D2.安装吊耳框架8:如图11所示,将吊耳框架8的吊耳81对准立柱框2的顶部,装入两侧立柱框2之间,用 M14*4 高强螺栓固定,再安装好拉杆4,用 M12*40 高强螺栓固定。Step D2. Install the lifting lug frame 8: As shown in Figure 11, align the lifting
步骤D1同步骤C1,步骤D2同步骤D2,先完成主体框架结构。Step D1 is the same as step C1, and step D2 is the same as step D2, and the main frame structure is completed first.
步骤D3.安装网格护栏5与脚踏板6:如图15所示,安装网格护栏5,将有网片的一面朝外侧,用 M10*40 高强螺栓固定,同样方法安装标准节100长度方向的网格护栏5,侧面的网格护栏5按具体使用要求来选择安装,保证工作人员不易掉落即可。脚踏板6先安装端头踏板,再安装中间脚踏板6,顶部踏板按实际使用情况确定是否铺设,如图16所示。Step D3. Install the
一种积木式拼接操作架的安装步骤如下:The installation steps of a building block type splicing operation frame are as follows:
步骤S1.安装调节底座9:如图17所示,将调节底座9组装后落在坚实的混凝土硬化地面上,每块底板不少于 3 颗螺母紧固,紧固后,通过设置在四角处的调节螺母91调整好调节底座9的水平度。该调节底座9作为拼接操作架的基底部分,其稳固程度与水平度需满足施工要求,该步骤需要进行多次复核校正。Step S1. Install the adjustment base 9: As shown in Figure 17, assemble the
步骤S2.安装标准节100:如图18所示,将标准节100吊装至调节底座9上安装,以单个标准节100为单位,将其吊装到调节底座9上,吊点位置选择四个立柱,用环绕方式进行吊装,注意对准卡扣31位置,底部用 8 颗 M12*60 高强螺栓锁紧,将标准节100与调节底座9固定连接。Step S2. Install the standard section 100: As shown in Fig. 18, hoist the
步骤S3.底层安装:重复步骤S1、步骤S2,将四个标准节100安装固定在四组调节底座9上,如图19所示,节与节之间横向用 4 颗 M12*60 高强螺栓锁紧,具体摆放位置按使用需求。完成底层操作架的安装。Step S3. Bottom installation: Repeat steps S1 and S2 to install and fix the four
步骤S4.吊装标准节100:重复步骤S2,以单个工作节为单位进行吊装,直到所需工作高度,如图20所示。每个标准节100吊装完成后,两端标准节100相对的一面,在底框1上设置平台连接件10,如图21所示,每层安装 8 件,每件使用 M12*60 高强螺栓锁紧。Step S4. Hoisting the standard section 100: Repeat Step S2, and hoisting is carried out in units of a single working section until the required working height is reached, as shown in FIG. 20 . After the hoisting of each
步骤S5.安装连接平台11:如图22所示,将架管111搭在连接件扣件上,调节好两端距离后使用扣件螺栓进行锁紧,如此完成多根架管111安装,形成多个连接连接平台11的搭架。然后从架管111的一端开始铺设脚踏板6,每铺一块就将脚踏板6挂勾上的卡扣31卡好,是脚踏板6与架管111固定连接,直至将整个架管111铺满脚踏板6。重复上述操作,将另一侧及向上每一层的连接平台11安装完毕。Step S5. Install the connection platform 11: as shown in FIG. 22, place the
步骤S6.安装拉杆扶手12:如图23所示,通过旋转扣件将架管111与标准节100的拉杆4固定连接,第一根拉杆扶手12离平台行走地面200mm、第二根拉杆扶手12700mm、第三根拉杆扶手121200mm设置,通过扣件螺栓锁紧,令拉杆扶手12固定在拉杆4上。Step S6. Install the pull rod handrail 12: as shown in Figure 23, the
步骤S7.安装架管扶手13:如图24所示,将竖直的架管扶手13通过旋转扣件均匀固定在架管111上,然后按照离平台行走底面第一根200mm、第二根700mm、第三根1200mm的间距架设水平架管扶手13,该水平架管扶手13分别与两侧相对的标准节100的立柱框2通过方管与架管扶手扣件131固定连接,调整好水平架管扶手13与竖直架管扶手13的距离后,使用扣件螺栓锁紧。Step S7. Install the rack pipe handrail 13: as shown in Figure 24, fix the vertical
架管扶手13一方面起到在平台上的防护作用,另一方面,架管扶手13水平固定在两侧标准节100之间,对整体结构起到一定的支撑作用,提高结构稳定性。On the one hand, the
步骤S8.搭设剪刀撑14:如图25所示,将剪刀撑用管呈对角线设置在两侧操作架之间,分别与两侧标准节100的立柱框2通过扣件方管与扣件固定连接,两根剪刀撑用管的交界处使用旋转扣件固定,调整好距离之后使用扣件螺栓锁紧。设置剪刀撑14以提高整体框架的稳定性与牢固程度。Step S8. Set up the scissor brace 14: as shown in Figure 25, the scissor brace is arranged diagonally between the operation frames on both sides, and is connected with the
至此,完成一组带平台的操作架组装,工作人员可以此为基本单元,向上叠加安装,直至达到所需工作高度。在操作架的顶部,可选择带楼梯7口与不带楼梯7口的两种顶部标准节100进行安装,同理,在进行操作架安装过程中,带楼梯7与不带楼梯7两种标准节100可自由设置。So far, the assembly of a set of operating racks with a platform is completed, and the staff can use this as the basic unit and install it upwardly until the required working height is reached. On the top of the operation rack, two top
循环使用时,只需通过吊装拼接即可快速进行搭设完整的工作平台,在同一施工场地,还可以额外设置滑道或滑轮进行移动,节省吊装时间。When recycled, a complete working platform can be quickly erected by hoisting and splicing. In the same construction site, additional slideways or pulleys can be set for movement, saving hoisting time.
单个标准节100安装注意事项:
(1)高强螺栓、锁紧螺栓等螺栓先按位置穿好固定,但不完全锁紧,等整节骨架安装完毕,并调好水平度及垂直度后再锁紧螺栓。(1) Bolts such as high-strength bolts and locking bolts should be fastened according to the position first, but not completely locked. After the entire skeleton is installed, and the horizontality and verticality are adjusted, the bolts are locked.
(2)每个标准节100安装都要测量垂直度与水平度,层间垂直度偏差小于5mm,总高偏差小于H/1000(H为整个操作架的总高),并要求在30mm以内,调整好后才锁紧所有螺栓。(2) The verticality and horizontality of each
本发明的构件标准化,组装简单,便于运输和管理,无零散易丢失构件,损耗低,后期投入少,重复利用率高,使用寿命长。The components of the invention are standardized, easy to assemble, convenient for transportation and management, free from scattered and easily lost components, low in loss, low in later investment, high in reuse rate and long in service life.
以上所述仅为本发明的较佳实施例而已,并不用以限制本发明,凡在本发明的精神和原则之内所作的任何修改、等同替换和改进等,均应包含在本发明的保护范围之内。The above descriptions are only preferred embodiments of the present invention and are not intended to limit the present invention. Any modifications, equivalent replacements and improvements made within the spirit and principles of the present invention shall be included in the protection of the present invention. within the range.
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| CN (1) | CN111576829A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120131834A (en) * | 2011-05-26 | 2012-12-05 | 주식회사 벤트코리아 | Built-up high load safety stair using temporary bent |
| CN204151692U (en) * | 2014-10-16 | 2015-02-11 | 中交二航局第四工程有限公司 | A kind of modular assembly formula connection system for guide rail |
| CN206942099U (en) * | 2017-04-10 | 2018-01-30 | 浙江兴土桥梁专用装备制造有限公司 | Modular assembly formula construction platform |
| CN207160629U (en) * | 2017-09-01 | 2018-03-30 | 中国建筑第二工程局有限公司 | Spliced type constructor walking system |
| CN209195069U (en) * | 2018-11-16 | 2019-08-02 | 云南省建设投资控股集团有限公司 | A kind of safety climbing ladder of construction |
| CN110080115A (en) * | 2019-05-29 | 2019-08-02 | 中交一公局集团有限公司 | Prefabricated pier body construction protection system |
| CN213174700U (en) * | 2020-06-12 | 2021-05-11 | 深圳市地铁集团有限公司 | Building block type splicing operation frame |
-
2020
- 2020-06-12 CN CN202010536290.7A patent/CN111576829A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120131834A (en) * | 2011-05-26 | 2012-12-05 | 주식회사 벤트코리아 | Built-up high load safety stair using temporary bent |
| CN204151692U (en) * | 2014-10-16 | 2015-02-11 | 中交二航局第四工程有限公司 | A kind of modular assembly formula connection system for guide rail |
| CN206942099U (en) * | 2017-04-10 | 2018-01-30 | 浙江兴土桥梁专用装备制造有限公司 | Modular assembly formula construction platform |
| CN207160629U (en) * | 2017-09-01 | 2018-03-30 | 中国建筑第二工程局有限公司 | Spliced type constructor walking system |
| CN209195069U (en) * | 2018-11-16 | 2019-08-02 | 云南省建设投资控股集团有限公司 | A kind of safety climbing ladder of construction |
| CN110080115A (en) * | 2019-05-29 | 2019-08-02 | 中交一公局集团有限公司 | Prefabricated pier body construction protection system |
| CN213174700U (en) * | 2020-06-12 | 2021-05-11 | 深圳市地铁集团有限公司 | Building block type splicing operation frame |
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