CN204609261U - Movable up-down builds scaffold by laying bricks or stones - Google Patents
Movable up-down builds scaffold by laying bricks or stones Download PDFInfo
- Publication number
- CN204609261U CN204609261U CN201520293848.8U CN201520293848U CN204609261U CN 204609261 U CN204609261 U CN 204609261U CN 201520293848 U CN201520293848 U CN 201520293848U CN 204609261 U CN204609261 U CN 204609261U
- Authority
- CN
- China
- Prior art keywords
- platform
- masonry
- jack
- scaffold
- scaffolding
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 239000011449 brick Substances 0.000 title 1
- 239000000463 material Substances 0.000 claims abstract description 23
- 230000003028 elevating effect Effects 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 238000010276 construction Methods 0.000 abstract description 16
- 238000000034 method Methods 0.000 abstract description 6
- 238000005034 decoration Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 230000009194 climbing Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
Landscapes
- Movable Scaffolding (AREA)
Abstract
一种移动升降式砌筑脚手架,包括架体和连接在架体底部的脚轮,所述架体分为上、中、下三层,下层包括连接在脚轮上的支撑架和连接在支撑架上的承台板,所述承台板上连接有千斤顶和与千斤顶连接的顶升装置;中层包括四根立杆、四根套管以及操作平台;上层包括连接在操作平台上的围栏和连接在围栏上端面的物料平台。本实用新型利用脚轮、套管和立杆实现了脚手架在水平和竖直方向上的自由移动,保证了在施工过程中可以自由调整脚手架相对高度,操作更为灵活简便,而且三层架体的设计,使得摆放物料的物料平台可以随着操作平台上下移动,方便工人施工,解决了脚手架重复多次搭设拆除的问题,避免了脚手架搭设的安全隐患。可广泛应用于砌筑、装修施工。
A mobile elevating masonry scaffold, comprising a frame body and casters connected to the bottom of the frame body, the frame body is divided into upper, middle and lower layers, the lower layer includes a support frame connected to the casters and a support frame connected to the support frame The bearing platform is connected with a jack and a jacking device connected with the jack; the middle layer includes four vertical rods, four bushings and an operating platform; the upper layer includes a fence connected to the operating platform and a fence connected to the fence. Material platform on the upper end. The utility model realizes the free movement of the scaffold in the horizontal and vertical directions by using casters, sleeves and vertical rods, ensures that the relative height of the scaffold can be freely adjusted during the construction process, and the operation is more flexible and convenient. The design allows the material platform on which the materials are placed to move up and down with the operating platform, which is convenient for workers to construct, solves the problem of repeated erection and dismantling of scaffolding, and avoids the safety hazards of scaffolding erection. It can be widely used in masonry and decoration construction.
Description
技术领域 technical field
本实用新型涉及一种建筑施工机械,特别是一种建筑施工用脚手架。 The utility model relates to a building construction machine, in particular to a scaffold for building construction.
背景技术 Background technique
目前,在建筑施工领域中,脚手架一直以来都为建筑行业提供非常便利的作业条件,但是随着建筑行业的工业化,在建筑墙体砌筑和室内装修过程中,现有脚手架的缺陷日益突出:现有的脚手架结构复杂,在使用和再利用的过程中需要重复搭设和拆除,不仅消耗了大量的安拆时间,而且也增加了工人的工作量、消耗了工人的大量体力,此外,在一定程度上还造成了工人的窝工现象,增加了工程造价;现有的脚手架没有到达规格化与标准化,造成安装效率低下,构件重复使用率低,不符合建筑工业化的要求;现有的脚手架的安全性难以保证,由于工人搭设脚手架的水平参差不齐,造成了巨大的安全隐患;现有的脚手架操作平台不能上下移动,设计不合理、使用不方便,砌筑工人总是在重复弯腰的工作,劳动强度大,工作效率低。 At present, in the field of building construction, scaffolding has always provided very convenient working conditions for the construction industry, but with the industrialization of the construction industry, the defects of existing scaffolding have become increasingly prominent in the process of building wall masonry and interior decoration: Existing scaffolding is complex in structure and needs to be erected and dismantled repeatedly in the process of use and reuse, which not only consumes a lot of installation and dismantling time, but also increases the workload of workers and consumes a lot of physical strength of workers. In addition, in a certain To a certain extent, it also caused the phenomenon of idle work of workers, which increased the cost of the project; the existing scaffolding did not reach the standardization and standardization, resulting in low installation efficiency, low component reuse rate, and did not meet the requirements of construction industrialization; the existing scaffolding Safety is difficult to guarantee, because the level of scaffolding erected by workers is uneven, causing huge safety hazards; the existing scaffolding operation platform cannot move up and down, the design is unreasonable, and it is inconvenient to use. Masonry workers always bend over repeatedly Work, labor intensity is big, work efficiency is low.
实用新型内容 Utility model content
本实用新型的目的是提供一种移动升降式砌筑脚手架,要解决现有脚手架结构不合理、使用不方便、工程造价高的技术问题;并解决提高脚手架灵活性和施工效率的问题。 The purpose of this utility model is to provide a mobile lifting masonry scaffold, which solves the technical problems of unreasonable structure, inconvenient use and high engineering cost of the existing scaffold, and solves the problems of improving the flexibility and construction efficiency of the scaffold.
为实现上述目的,本实用新型采用如下技术方案: In order to achieve the above object, the utility model adopts the following technical solutions:
一种移动升降式砌筑脚手架,包括架体和连接在架体底部的脚轮,所述架体分为上、中、下三层,所述下层包括连接在脚轮上的支撑架和连接在支撑架上的承台板,所述承台板上连接有千斤顶和与千斤顶连接的顶升装置,所述千斤顶上连接有千斤顶手柄。 A mobile elevating masonry scaffold, comprising a frame body and casters connected to the bottom of the frame body, the frame body is divided into upper, middle and lower layers, the lower layer includes a support frame connected to the casters and a support frame connected to the support A bearing platform on the frame, a jack and a lifting device connected with the jack are connected to the bearing platform, and a jack handle is connected to the jack.
所述中层包括四根分别连接在承台板四个角部的立杆、对应套接在四根立杆外围的四根套管以及水平连接在四根套管上端面的操作平台,所述操作平台的侧面竖直连接有爬梯。 The middle layer includes four vertical poles respectively connected to the four corners of the bearing platform, four sleeves correspondingly sleeved on the periphery of the four vertical poles, and an operating platform horizontally connected to the upper ends of the four sleeves. A ladder is vertically connected to the side of the platform.
所述上层包括连接在操作平台上的围栏和连接在围栏上端面的物料平台,所述物料平台的宽度小于操作平台的宽度,所述围栏上紧邻爬梯的一侧上留有出入敞口。 The upper layer includes a fence connected to the operating platform and a material platform connected to the upper end of the fence. The width of the material platform is smaller than that of the operating platform, and an opening is left on the side of the fence adjacent to the ladder.
所述物料平台的宽度是操作平台的宽度的二分之一~三分之一,物料平台的水平高度高于操作平台的水平高度0.5~1m。 The width of the material platform is one-half to one-third of the width of the operation platform, and the horizontal height of the material platform is 0.5-1m higher than that of the operation platform.
所述支撑架是由水平杆、竖直杆和斜杆相互连接成的矩形框架。 The supporting frame is a rectangular frame formed by interconnecting horizontal bars, vertical bars and diagonal bars.
所述承台板是由钢板和脚手板上下叠合连接而成的双层板,其中钢板在上、且与千斤顶焊接固定。 The platform platform is a double-layer plate formed by superimposing and connecting steel plates and scaffolding plates up and down, wherein the steel plate is on top and is welded and fixed with the jack.
所述操作平台是由木板和网架上下叠合连接而成的双层结构,所述网架是由钢筋或者钢管相互焊接而成的。 The operating platform is a double-layer structure formed by superimposing and connecting wooden boards and network frames up and down, and the network frames are welded by steel bars or steel pipes.
所述支撑架的高度为0.3~0.8m。 The height of the supporting frame is 0.3-0.8m.
所述立杆的高度为1~2m。 The height of the pole is 1-2m.
所述套管的高度为1~2m。 The casing has a height of 1-2m.
所述脚轮为单向轮或者多项轮。 The caster is a one-way wheel or a multi-function wheel.
所述脚轮上有自锁装置。 Self-locking device is arranged on described caster.
与现有技术相比本实用新型具有以下特点和有益效果: Compared with the prior art, the utility model has the following characteristics and beneficial effects:
本实用新型克服了传统脚手架施工效率低、劳动强度大、使用不方便的缺点,解决了提高施工效率、降低施工成本的技术问题。 The utility model overcomes the disadvantages of low construction efficiency, high labor intensity and inconvenient use of traditional scaffolding, and solves the technical problems of improving construction efficiency and reducing construction cost.
本实用新型专利针对现有脚手架的弊端,提出了一种新的设计方案:在使用上,本实用新型利用脚轮、套管和立杆实现了脚手架在水平和竖直方向上的自由移动,保证了在施工过程中可以自由调整脚手架相对高度,操作更为灵活简便,而且三层架体的设计,使得摆放物料的物料平台可以随着操作平台上下移动,同时,设计上,物料平台高于操作平台,方便工人施工,减轻了施工工人上料和砌筑时的劳动强度;在施工上,本实用新型无需现场安装连接拆卸,解决了脚手架重复多次搭设拆除的问题,利用脚轮就可以实现了不同作业面的转换,相对高度的调节又满足了不同的高度需求,因此,省去了多次搭拆脚手架的时间,提高了施工效率;在经济上,本实用新型改进了现有脚手架的作业模式,在一定程度上避免了窝工的现象,可以收到良好的经济效益;在安全上,本实用新型的脚手架无需复杂的杆件连接,就避免了工人搭设脚手架的过程中出现搭设的质量问题,从而避免了脚手架搭设的安全隐患。 Aiming at the disadvantages of existing scaffolding, the utility model patent proposes a new design scheme: in use, the utility model realizes the free movement of the scaffolding in the horizontal and vertical directions by using casters, bushings and vertical poles, ensuring In order to freely adjust the relative height of the scaffolding during the construction process, the operation is more flexible and convenient, and the design of the three-layer frame allows the material platform for placing materials to move up and down with the operating platform. At the same time, in terms of design, the material platform is higher than The operation platform is convenient for workers to construct, and reduces the labor intensity of construction workers when loading materials and masonry; in terms of construction, the utility model does not require on-site installation, connection and disassembly, which solves the problem of repeated erection and dismantling of scaffolding, and can be realized by using casters The conversion of different working surfaces is realized, and the adjustment of relative height satisfies different height requirements. Therefore, it saves the time for multiple installation and disassembly of scaffolding, and improves the construction efficiency; economically, the utility model improves the efficiency of existing scaffolding. The operation mode avoids the phenomenon of idle work to a certain extent, and can receive good economic benefits; in terms of safety, the scaffold of the present invention does not need complicated rod connection, which avoids the occurrence of erection errors in the process of workers erecting the scaffold. Quality problems, thus avoiding the safety hazards of scaffolding.
本实用新型可广泛应用于砌筑、装修施工。 The utility model can be widely used in masonry and decoration construction.
附图说明 Description of drawings
下面结合附图对本实用新型做进一步详细的说明。 Below in conjunction with accompanying drawing, the utility model is described in further detail.
图1是本实用新型的结构示意图。 Fig. 1 is the structural representation of the utility model.
图2是本实用新型的下部结构示意图。 Fig. 2 is a schematic diagram of the lower structure of the utility model.
图3是本实用新型的上部结构示意图。 Fig. 3 is a schematic view of the upper structure of the utility model.
附图标记:1-物料平台、2-操作平台、3-套管、4-顶升装置、5-千压顶、6-承台板、7-支撑架、8-爬梯、9-千斤顶手柄、10-脚轮、11-围栏、12-立杆。 Reference signs: 1-material platform, 2-operating platform, 3-casing, 4-lifting device, 5-thousand pressure top, 6-supporting platform, 7-supporting frame, 8-climbing ladder, 9-jack handle, 10-casters, 11-fence, 12-pole.
具体实施方式 Detailed ways
实施例参见图1所示,这种移动升降式砌筑脚手架,包括架体和连接在架体底部的脚轮10,所述脚轮10为单向轮或者多项轮,可以实现脚手架的水平移动,所述脚轮10上有自锁装置,保证工作时脚手架的稳定性,三层脚手架的各层高度为:下层高度为0.5m,中层高度可在1.5~2.5m内调节,上层高度为0.8m。 Referring to the embodiment shown in Figure 1, this mobile elevating masonry scaffold includes a frame body and casters 10 connected to the bottom of the frame body. The casters 10 are one-way wheels or multi-point wheels, which can realize the horizontal movement of the scaffold. There is a self-locking device on the casters 10 to ensure the stability of the scaffold during work. The height of each layer of the three-layer scaffold is: the height of the lower layer is 0.5m, the height of the middle layer can be adjusted within 1.5-2.5m, and the height of the upper layer is 0.8m.
所述架体分为上、中、下三层,所述下层包括连接在脚轮10上的支撑架7和连接在支撑架7上的承台板6,所述承台板6上连接有千斤顶5和与千斤顶5连接的顶升装置4,顶升装置的最大顶升高度为2.5m,所述千斤顶上连接有千斤顶手柄9;所述承台板6是由钢板和脚手板上下叠合连接而成的双层板,其中钢板在上、且与千斤顶5焊接固定;参见图2所示,所述支撑架7是由水平杆、竖直杆和斜杆相互连接成的矩形框架,所述支撑架7的高度为0.5m。 The frame body is divided into upper, middle and lower layers. The lower layer includes a support frame 7 connected to the casters 10 and a platform plate 6 connected to the support frame 7. The platform plate 6 is connected with a jack 5 and the jacking device 4 connected with the jack 5, the maximum lifting height of the jacking device is 2.5m, and the jack handle 9 is connected to the jack; The double-layer board formed, wherein the steel plate is on the top, and is welded and fixed with the jack 5; referring to shown in Figure 2, the support frame 7 is a rectangular frame that is connected to each other by horizontal bars, vertical bars and diagonal bars, and the The height of the support frame 7 is 0.5m.
所述中层包括四根分别连接在承台板6四个角部的立杆12、对应套接在四根立杆12外围的四根套管3以及水平连接在四根套管3上端面的操作平台2,所述立杆12的高度为1.5m,所述套管3的高度为1.5m,立杆可以沿着套管相对滑动,实现脚手架竖直方向上的1.5~2.5m范围内的高度调节,所述操作平台2的侧面竖直连接有爬梯8,爬梯8的上端与操作平台2焊接连接,下端可以通过钢筋或者钢管与套管3连接,钢筋或者钢管的两端分别焊接在爬梯和套管上,爬梯长度以方便工人上下为准。 The middle layer includes four vertical rods 12 respectively connected to the four corners of the platform platform 6, four sleeves 3 correspondingly sleeved on the periphery of the four vertical rods 12, and the operation of horizontally connecting the upper end surfaces of the four sleeves 3. Platform 2, the height of the vertical rod 12 is 1.5m, the height of the casing 3 is 1.5m, the vertical rod can slide relatively along the casing to achieve a height within the range of 1.5-2.5m in the vertical direction of the scaffold Adjustment, the side of described operating platform 2 is vertically connected with climbing ladder 8, and the upper end of climbing ladder 8 is welded and connected with operating platform 2, and the lower end can be connected with sleeve pipe 3 by reinforcing bar or steel pipe, and the two ends of reinforcing bar or steel pipe are respectively welded on climbing ladder and On the casing, the length of the ladder shall be based on the convenience for workers to go up and down.
参见图3所示,所述上层包括连接在操作平台2上的围栏11和连接在围栏11上端面的物料平台1,所述物料平台1的宽度是操作平台2的宽度的二分之一~三分之一,物料平台的水平高度高于操作平台的水平高度0.5~1m,上面可以摆放各种物资,方便工人取用;所述围栏11上紧邻爬梯8的一侧上留有出入敞口;所述操作平台2是由木板和网架上下叠合连接而成的双层结构,所述网架是由钢筋或者钢管相互焊接而成的。 Referring to shown in Figure 3, the upper layer includes a fence 11 connected to the operating platform 2 and a material platform 1 connected to the upper end of the fence 11, and the width of the material platform 1 is 1/2 of the width of the operating platform 2. One-third, the horizontal height of the material platform is 0.5-1m higher than the horizontal height of the operating platform, and various materials can be placed on it, which is convenient for workers to take; Mouth; the operating platform 2 is a double-layer structure formed by superimposing and connecting planks and grids up and down, and the grids are welded by steel bars or steel pipes.
使用时,将移动升降式砌筑脚手架移动到指定位置,然后在物料平台1上准备物料,物料准备完成后,工人沿着爬梯8上到操作平台2上,然后开始在操作平台2上进行操作,进行墙体砌筑施工,随着墙体砌筑高度的升高,按压千斤顶手柄9、启动千斤顶5,驱动顶升装置4上升,由顶升装置将操作平台2顶起、向上移动,工人水平位置也随之升高,砌筑更高处的墙体,当墙体砌筑完成后,按压千斤顶手柄9、启动千斤顶5,驱动顶升装置4下降,使得操作平台2向下移动到初始位置,工人随之即可离开操作平台2,完成整个施工。 When in use, move the mobile elevating masonry scaffolding to the designated position, and then prepare the materials on the material platform 1. After the materials are prepared, the workers go up to the operation platform 2 along the ladder 8, and then start to operate on the operation platform 2. , carry out the wall masonry construction, as the height of the wall masonry rises, press the jack handle 9, start the jack 5, drive the jacking device 4 to rise, and the operating platform 2 is lifted and moved upward by the jacking device, and the worker The horizontal position also rises thereupon, and the higher wall is built by masonry. After the wall is built, press the jack handle 9, start the jack 5, and drive the jacking device 4 down, so that the operating platform 2 moves down to the initial position. position, the worker can leave the operation platform 2 thereupon, and completes the whole construction.
Claims (10)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520293848.8U CN204609261U (en) | 2015-05-08 | 2015-05-08 | Movable up-down builds scaffold by laying bricks or stones |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520293848.8U CN204609261U (en) | 2015-05-08 | 2015-05-08 | Movable up-down builds scaffold by laying bricks or stones |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204609261U true CN204609261U (en) | 2015-09-02 |
Family
ID=53961825
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520293848.8U Expired - Fee Related CN204609261U (en) | 2015-05-08 | 2015-05-08 | Movable up-down builds scaffold by laying bricks or stones |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204609261U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049845A (en) * | 2016-06-02 | 2016-10-26 | 中国华冶科工集团有限公司 | Sliding lifting frame and construction method with same |
| CN110821125A (en) * | 2019-11-18 | 2020-02-21 | 江苏优美特工程技术有限公司 | Double-layer scaffold for tunnel construction |
| CN113445718A (en) * | 2021-06-24 | 2021-09-28 | 中船澄西船舶修造有限公司 | Lifting device arranged on scaffold |
| CN114991444A (en) * | 2022-06-17 | 2022-09-02 | 中国三冶集团有限公司 | Movable and modularly assembled mounting rack and construction method based on same |
-
2015
- 2015-05-08 CN CN201520293848.8U patent/CN204609261U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106049845A (en) * | 2016-06-02 | 2016-10-26 | 中国华冶科工集团有限公司 | Sliding lifting frame and construction method with same |
| CN110821125A (en) * | 2019-11-18 | 2020-02-21 | 江苏优美特工程技术有限公司 | Double-layer scaffold for tunnel construction |
| CN113445718A (en) * | 2021-06-24 | 2021-09-28 | 中船澄西船舶修造有限公司 | Lifting device arranged on scaffold |
| CN114991444A (en) * | 2022-06-17 | 2022-09-02 | 中国三冶集团有限公司 | Movable and modularly assembled mounting rack and construction method based on same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103806654A (en) | Hydraulic support system for elevator shaft mold and operating method thereof | |
| CN204609261U (en) | Movable up-down builds scaffold by laying bricks or stones | |
| CN104372947A (en) | Integral mold plate feeding and retreating construction method for elevator shaft | |
| CN106320713B (en) | 3D building printing operation platform | |
| CN202850498U (en) | Hydraulic support system used for elevator shaft mold | |
| CN204662916U (en) | For the construction operation platform between the narrow and small superaltitude of double-deck exterior wall | |
| CN103485574B (en) | A kind of granulation tower tower top structure of reinforced concrete method | |
| CN206737416U (en) | A kind of floor slab preformed hole stopend support meanss of telescopically adjustable height | |
| CN105019657A (en) | Building construction system | |
| CN104453217A (en) | Elevator shaft whole formwork lifting construction method | |
| CN206928642U (en) | A kind of safety and environmental protection movable formwork support | |
| CN203200664U (en) | Slip-form construction device for variable cross-section hollow high pier | |
| CN203755173U (en) | Formwork device used for hydraulic climbing of bridge high pier | |
| CN103359625A (en) | Automatic construction equipment for building hoisting and platform elevating of new rural construction | |
| CN201400997Y (en) | Stepping type alternate supporting platform device | |
| CN204199659U (en) | Integral lifting building construction of lift well operating system | |
| CN104372948A (en) | Elevator shaft formwork lifting frame | |
| CN204876579U (en) | Building construction system | |
| CN204754195U (en) | Shaft rises template with integral turning over | |
| CN204492133U (en) | A kind of easy insulated column construction tool frame | |
| CN204418681U (en) | The overall advance and retreat mold mechanism of a kind of band inner corner trim wall form | |
| CN105178602A (en) | Building construction system | |
| CN204876576U (en) | Building construction system | |
| CN203889962U (en) | Standard counterweight device of self-climbing tower crane | |
| CN218894402U (en) | Telescopic template for construction of air vent of water inlet tower |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150902 |