CN104018655A - A component type single support frame - Google Patents
A component type single support frame Download PDFInfo
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- CN104018655A CN104018655A CN201410268139.4A CN201410268139A CN104018655A CN 104018655 A CN104018655 A CN 104018655A CN 201410268139 A CN201410268139 A CN 201410268139A CN 104018655 A CN104018655 A CN 104018655A
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- rod
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- frame
- sleeved
- fixed frame
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 238000010276 construction Methods 0.000 claims description 20
- 239000004568 cement Substances 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 3
- 238000000034 method Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Description
技术领域:Technical field:
本发明属于建筑施工设备技术领域,涉及一种组件式单体支撑架,通过合适锁具的组合,将多个单体支撑架构固成一个整体,应用于满堂支撑架、展台搭建、演出台搭建和设备支撑台的搭建。The invention belongs to the technical field of building construction equipment, and relates to a component-type single support frame. Through the combination of suitable locks, a plurality of single support structures are fixed into a whole, which is applied to full hall support frames, booth construction, performance stage construction and Construction of equipment support platform.
背景技术:Background technique:
建筑支撑架是重要的建筑施工工具,主要包括满堂脚手架和满堂支撑架,其中满堂脚手架构成施工平台,供施工人员在上面施工,承担人工和材料的重量;满堂支撑架构成支撑平台,主要用来承受混凝土浇筑或是其他结构的重量。随着建筑市场的日益成熟和完善,竹木式支撑架已逐步淘汰出建筑市场,目前常用的支撑架体系包括门式支撑架体系、碗扣式支撑架体系、扣件式钢管支撑架体系和承插式支撑架体系四种,建筑市场的主要采用扣件式钢管支撑架,其加工简便,拆装灵活,运输方便,通用性强,但是安全保证较差,施工工效低,需要技术熟练的架子工,工人劳动强度较高。在楼宇施工建设中,需要人工搭建满堂支撑架用于支撑楼板的混凝土浇筑,建筑工人施工的安全性低,劳动强度高,施工效率低,而且满堂支撑架的支撑平面找平工序复杂、找平难度大。The building support frame is an important building construction tool, mainly including the full house scaffolding and the full house support frame. To bear the weight of concrete pouring or other structures. With the increasing maturity and perfection of the construction market, the bamboo-wood support frame has been gradually eliminated from the construction market. There are four kinds of socket-type support frame systems. The fastener-type steel pipe support frame is mainly used in the construction market. It is easy to process, flexible to disassemble, convenient to transport, and has strong versatility. However, the safety guarantee is poor and the construction efficiency is low. Skilled Scaffold workers, the labor intensity of workers is high. In the construction of buildings, it is necessary to manually build a full hall support frame to support the concrete pouring of the floor slab. The safety of construction workers is low, the labor intensity is high, and the construction efficiency is low. Moreover, the leveling process of the support plane of the full hall support frame is complicated and difficult. .
发明内容:Invention content:
本发明的目的在于克服现有技术存在的缺点,寻求设计提供一种组合式单体支撑架,通过应用单体支撑架,达到更安全、低成本、高效率、易调节、易装拆、自组合搭建满堂支撑架的目的。The purpose of the present invention is to overcome the shortcomings of the prior art, and seek to design and provide a combined single support frame. By using the single support frame, it can achieve safer, low cost, high efficiency, easy adjustment, easy assembly and disassembly, and automatic The purpose of combining to build a full hall support frame.
为了实现上述目的,本发明的主体结构包括上固定框架、上套接圆管、上支撑杆、调节杆、下支撑杆、下套接圆管和下固定框架;长方形结构的上固定框架采用四根圆柱形钢管焊接而成,上固定框架的四个角上均焊接有上套接圆管,用于上固定框架与上支撑杆之间无丝套接,上套接圆管的长度为其直径的三倍;上支撑杆的上端无螺纹,下端有螺纹,上支撑杆的上端无丝套接在上套接圆管上,下端有丝套接在调节杆上;调节杆的上下两端均为螺纹结构,中间为方形管结构,调节杆的上下两端分别有丝套接在上支撑杆和下支撑杆上,通过旋转调节杆调节整个单体支撑架的高度和顶侧面的角度,最大调节高度为调节杆的长度,最大调节角度由四个角上的四根调节杆的最大调节高度差确定;长方形结构的下固定框架采用四根圆柱形钢管焊接而成,下固定框架的四个角上均焊接制有下套接圆管,用于下固定框架与下支撑杆之间无丝套接,下套接圆管的长度为其直径的三倍;下支撑杆的上端有螺纹,下端无螺纹,下支撑杆的上端有丝套接在调节杆上,下端无丝套接在下固定框架上;整个单体支撑架的长为200-500mm,宽为200-500mm,高为500-4000mm,调节高度为总高度的30%。In order to achieve the above object, the main structure of the present invention includes an upper fixed frame, an upper socketed round pipe, an upper support rod, an adjustment rod, a lower support rod, a lower socketed round pipe and a lower fixed frame; the upper fixed frame of the rectangular structure adopts four The four corners of the upper fixed frame are welded with upper sleeved round tubes, which are used for the wireless sleeve connection between the upper fixed frame and the upper support rod. The length of the upper sleeved round tube is Three times the diameter; the upper end of the upper support rod has no threads, the lower end has threads, the upper end of the upper support rod has no wires and is sleeved on the upper sleeve pipe, and the lower end has wires and is sleeved on the adjustment rod; the upper and lower ends of the adjustment rod They are all thread structures, with a square tube structure in the middle. The upper and lower ends of the adjustment rod are respectively threaded on the upper support rod and the lower support rod. By rotating the adjustment rod, the height of the entire single support frame and the angle of the top side can be adjusted. The maximum adjustment height is the length of the adjustment rod, and the maximum adjustment angle is determined by the maximum adjustment height difference of the four adjustment rods on the four corners; the lower fixed frame of the rectangular structure is welded by four cylindrical steel pipes, and the four Each corner is welded with a lower socketed round tube, which is used for the wireless socket connection between the lower fixed frame and the lower support rod. The length of the lower socketed round tube is three times its diameter; the upper end of the lower support rod is threaded. , the lower end has no thread, the upper end of the lower support rod is sleeved on the adjusting rod, and the lower end is sleeved on the lower fixed frame; the length of the whole single support frame is 200-500mm, the width is 200-500mm, and the height is 500mm -4000mm, the adjustment height is 30% of the total height.
本发明涉及的单体支撑架能构建满堂支撑架,先在施工工作区域构建好每一个单体支撑架,根据施工需要构建所需高度的单体支撑架,然后吊装到施工作业区,再用固定杆锁具件、纵向固定杆和横向固定杆把单体支撑架构固成一个满堂支撑架整体,满堂支撑架顶面铺设有支撑板,施工时在支撑板上面浇筑水泥。The single support frame involved in the present invention can build a full house support frame. First, each single support frame is constructed in the construction work area, and the single support frame of the required height is constructed according to the construction needs, and then hoisted to the construction work area, and then used Fixing rod locks, longitudinal fixing rods and horizontal fixing rods fix the single supporting structure into a whole supporting frame, and the top surface of the supporting frame is provided with supporting boards, and cement is poured on the supporting boards during construction.
本发明与现有技术相比,能够满足现浇混凝土梁、板、柱、及剪力墙支撑需求,有助于提高现浇混凝土工程质量,符合节能环保要求,具有广阔的市场推广前景,其结构简单,使用方便,安全性高,成本低,效率高,便于调节和装拆。Compared with the prior art, the present invention can meet the support requirements of cast-in-place concrete beams, slabs, columns, and shear walls, contribute to improving the quality of cast-in-place concrete projects, meet the requirements of energy saving and environmental protection, and have broad market promotion prospects. The utility model has the advantages of simple structure, convenient use, high safety, low cost, high efficiency, and convenient adjustment, assembly and disassembly.
附图说明:Description of drawings:
图1为本发明的主体结构原理示意图。Fig. 1 is a schematic diagram of the principle of the main structure of the present invention.
图2为本发明构建的满堂支撑架结构原理示意图。Fig. 2 is a schematic diagram of the structural principle of the full hall support frame constructed by the present invention.
具体实施方式:Detailed ways:
下面结合附图并通过实施例对本发明进一步描述。The present invention will be further described below with reference to the accompanying drawings and examples.
实施例:Example:
本实施例(如图1所示)的主体结构包括上固定框架1、上套接圆管2、上支撑杆3、调节杆4、下支撑杆5、下套接圆管6和下固定框架7;长方形结构的上固定框架1采用四根圆柱形钢管焊接而成,上固定框架1的四个角上均焊接有上套接圆管2,用于上固定框架1与上支撑杆3之间无丝套接,上套接圆管2的长度为其直径的三倍;上支撑杆3的上端无螺纹,下端有螺纹,上支撑杆3的上端无丝套接在上套接圆管2上,下端有丝套接在调节杆4上;调节杆4的上下两端均为螺纹结构,中间为方形管结构,调节杆4的上下两端分别有丝套接在上支撑杆3和下支撑杆5上,通过旋转调节杆4调节整个单体支撑架的高度和顶侧面的角度,最大调节高度为调节杆4的长度,最大调节角度由四个角上的四根调节杆的最大调节高度差确定;下固定框架7的四个角上均焊接制有下套接圆管6,用于下固定框架7与下支撑杆5之间无丝套接,下套接圆管6的长度为其直径的三倍;下支撑杆5的上端有螺纹,下端无螺纹,下支撑杆5的上端有丝套接在调节杆4上,下端无丝套接在下固定框架7上;长方形结构的下固定架7采用四根圆柱形钢管焊接而成;整个单体支撑架为长200-500mm、宽200-500mm、高500-4000mm之间多种规格,调节高度为总高度的30%。The main structure of this embodiment (as shown in Figure 1) includes an upper fixed frame 1, an upper sleeved round pipe 2, an upper support rod 3, an adjustment rod 4, a lower support rod 5, a lower sleeved round pipe 6 and a lower fixed frame 7. The upper fixed frame 1 of the rectangular structure is welded by four cylindrical steel pipes, and the four corners of the upper fixed frame 1 are welded with upper socketed round pipes 2, which are used for connecting the upper fixed frame 1 and the upper support rod 3. The length of the upper sleeved pipe 2 is three times its diameter; the upper end of the upper support rod 3 has no threads, and the lower end has threads, and the upper end of the upper support rod 3 is sleeved on the upper sleeved pipe without wires. 2. The upper and lower ends are sleeved on the adjustment rod 4; the upper and lower ends of the adjustment rod 4 are threaded structures, and the middle is a square tube structure. The upper and lower ends of the adjustment rod 4 are respectively sleeved on the upper support rod 3 and On the lower support rod 5, adjust the height of the whole monomer support frame and the angle of the top side by rotating the adjustment rod 4. The maximum adjustment height is the length of the adjustment rod 4, and the maximum adjustment angle is determined by the maximum of the four adjustment rods on the four corners. The adjustment height difference is determined; the four corners of the lower fixed frame 7 are welded with a lower socketed round pipe 6, which is used for the wireless socket connection between the lower fixed frame 7 and the lower support rod 5, and the lower socketed round pipe 6 The length is three times its diameter; the upper end of the lower support rod 5 is threaded, the lower end is threadless, the upper end of the lower support rod 5 is threaded on the adjusting rod 4, and the lower end is threaded on the lower fixed frame 7; the rectangular structure The lower fixed frame 7 adopts four cylindrical steel pipes to be welded; the whole single support frame is a variety of specifications between long 200-500mm, wide 200-500mm, and high 500-4000mm, and the adjustment height is 30% of the total height.
本实施例涉及的单体支撑架能构建满堂支撑架,先在工作区域构建好每一个单体支撑架,根据施工需要构建所需高度的单体支撑架,然后吊装到作业区,再用固定杆锁具件8、纵向固定杆9和横向固定杆10把单体支撑架构固成一个满堂支撑架整体,满堂支撑架顶面铺设有支撑板12,施工时在支撑板上面浇筑水泥11,如图2所示。The single support frame involved in this embodiment can build a full house support frame. First, each single support frame is constructed in the work area, and the single support frame of the required height is constructed according to the construction needs, and then hoisted to the work area, and then fixed with The rod lock 8, the vertical fixing rod 9 and the horizontal fixing rod 10 fix the single support structure into a full support frame as a whole, and the top surface of the full support frame is provided with a support plate 12, and cement 11 is poured on the support plate during construction, as shown in the figure 2.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410268139.4A CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410268139.4A CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
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| Publication Number | Publication Date |
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| CN104018655A true CN104018655A (en) | 2014-09-03 |
| CN104018655B CN104018655B (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410268139.4A Expired - Fee Related CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
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| Country | Link |
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| CN (1) | CN104018655B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN105644983A (en) * | 2016-03-03 | 2016-06-08 | 宏华海洋油气装备(江苏)有限公司 | Adjustable fixed strengthening device suitable for hoisting and transporting semi-flexible tank |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
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| CN2561868Y (en) * | 2002-04-30 | 2003-07-23 | 陈坚 | Triangular stud scaffold |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| EP2305920A1 (en) * | 2009-09-28 | 2011-04-06 | Tucci service ristrutturazioni di Tucci (impresa individuale) | Modular building scaffold based on pipes filled with water |
| CN202945796U (en) * | 2012-07-24 | 2013-05-22 | 孙善骏 | Scaffold supporting group |
| CN103255929A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds |
-
2014
- 2014-06-17 CN CN201410268139.4A patent/CN104018655B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
| CN2254926Y (en) * | 1996-07-26 | 1997-05-28 | 周德龙 | Composed scaffold |
| CN2561868Y (en) * | 2002-04-30 | 2003-07-23 | 陈坚 | Triangular stud scaffold |
| EP2305920A1 (en) * | 2009-09-28 | 2011-04-06 | Tucci service ristrutturazioni di Tucci (impresa individuale) | Modular building scaffold based on pipes filled with water |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| CN103255929A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds |
| CN202945796U (en) * | 2012-07-24 | 2013-05-22 | 孙善骏 | Scaffold supporting group |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN104763717B (en) * | 2015-03-23 | 2017-07-07 | 朱宏宇 | Positive-inclination multidirectional three-dimensional connecting splint section, quick-mounting frame, application and method thereof |
| CN105644983A (en) * | 2016-03-03 | 2016-06-08 | 宏华海洋油气装备(江苏)有限公司 | Adjustable fixed strengthening device suitable for hoisting and transporting semi-flexible tank |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018655B (en) | 2016-08-24 |
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