TWM557287U - Exterior-wall cantilever type construction platform - Google Patents
Exterior-wall cantilever type construction platform Download PDFInfo
- Publication number
- TWM557287U TWM557287U TW106212302U TW106212302U TWM557287U TW M557287 U TWM557287 U TW M557287U TW 106212302 U TW106212302 U TW 106212302U TW 106212302 U TW106212302 U TW 106212302U TW M557287 U TWM557287 U TW M557287U
- Authority
- TW
- Taiwan
- Prior art keywords
- truss
- construction platform
- fixed
- construction
- wall
- Prior art date
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
本創作提供一種外牆懸臂式施工平台,包括複數支撐柱及複數固定柱組接於上層樓版下方,該固定柱底部設有固定架,複數桁架穿設過該支撐架,該桁架之端部與該支撐柱底部鎖合固定,該桁架設有複數個組接部,複數該組接部組設有複數貫材,複數該貫材上組設有止滑板片;透過該固定柱鎖固該桁架,該支撐柱支撐該桁架,使該桁架可承受重量,而該止滑板片可供作業人員行走並進行施工作業,令本創作形成懸掛於外牆之施工平台,取代習知技術之施工架,達到工地現場動線順暢,可縮短工期、減少施工成本之效益。 The present invention provides an outer wall cantilever construction platform, which comprises a plurality of support columns and a plurality of fixed columns connected to the lower floor of the upper floor. The bottom of the fixed column is provided with a fixed frame, and the plurality of trusses are passed through the support frame, and the end of the truss is The bottom of the supporting column is fixedly fixed, the truss is provided with a plurality of connecting portions, the plurality of connecting portions are provided with a plurality of intersecting materials, and the plurality of the upper members are provided with a stopping slide plate; The truss supports the truss so that the truss can bear the weight, and the skating piece can be used for the walking and construction work of the operator, so that the creation forms a construction platform suspended from the external wall, replacing the conventional technical construction frame. To achieve smooth flow on the site, which can shorten the construction period and reduce the construction cost.
Description
本創作係為一種外牆作業之施工架,尤指一種懸掛於外牆之施工平台。 This creation is a construction frame for exterior wall work, especially a construction platform suspended from an external wall.
今主要都市人口密度高,土地取得不易,為了提高土地使用率及居住密度,都市建築物建案偏向可居住較多人數的高樓建築,因此,到處可見越蓋越高的建築大樓,大樓從無到有的過程中,施工期間往往動輒幾年,而工地現場的建築物施工架,俗稱鷹架,是必須也是必要的工程施工作業項目之一,建築物施工架不但可以加快施工的速度及安全性,對現場施工的工人與行經工地現場的用路人更是最重要的防護。 Nowadays, the density of the main urban population is high and the land is not easy to obtain. In order to increase the land use rate and the density of residence, the urban building construction is biased towards the high-rise buildings that can inhabit a large number of people. Therefore, the taller and higher building buildings can be seen everywhere. In the process of non-existence, the construction period often takes several years, and the construction frame of the construction site, commonly known as the scaffolding, is one of the necessary and necessary construction work items. The building construction frame can not only speed up the construction and Safety is the most important protection for workers on site and those who use the site.
傳統建築物施工架搭設,在結構體工事期間,必須配合建築物結構體施工時,先預埋壁拉桿,當混凝土澆置完成次日或隔一規定時間後,拆側模找出預埋的壁拉桿,開始進行建築物施工架搭設,並將建築物施工架利用壁拉桿臨時附著固定於鋼筋混凝土外牆,若為純鋼骨構架結構體則會採用專用之夾具暫時固定於外周鋼樑上。 The traditional building construction frame shall be erected. During the construction of the structural work, the wall tie rods shall be pre-embedded in the construction of the structural structure of the building. When the concrete is placed on the next day or after a specified time interval, the side mold is removed to find the pre-buried The wall rod starts to set up the building construction frame, and the building construction frame is temporarily attached to the reinforced concrete outer wall by the wall rod. If it is a pure steel skeleton structure, it will be temporarily fixed to the outer steel beam by a special fixture. .
當結構體工事完成,開始進行外牆裝修工事時,也會利用此建築物施工架進行外牆裝修作業,一般大樓外牆裝修可能做業項目包括:牆面清理、金屬鐵件防鏽、層縫處理、門窗框安裝、嵌縫作業、防水塗佈、貼磚、掛 石材、燈具或水電拉線配管、隔柵、飾板、鑄鋁、玻璃安裝、塞水路、打膠、配合壁拉桿拆除並回補該處裝飾材。 When the structural work is completed and the exterior wall decoration work begins, the building construction frame will also be used for the exterior wall decoration work. The general building exterior wall decoration may be used for the project: wall cleaning, metal iron rust prevention, layer Seam treatment, door and window frame installation, caulking work, waterproof coating, tiling, hanging Stone, lamps or water and electricity cable piping, grille, trim, cast aluminum, glass installation, plug water, glue, with wall rods to remove and replenish the decorative materials.
然而在上述施做期間,有時因外牆裝修工人便宜行事,或為了施工方便性,逕行拆除了壁拉桿或是夾具,或某些施工材料會利用吊車吊運入料、結構體內如鋼筋混凝土結構完成模板清運、垃圾清運等因素,進行短暫拆除局部施工架或必須改架,因而違反相關施工安全規定,造成二次費用的發生。 However, during the above-mentioned application, sometimes the exterior wall decoration workers are cheaper, or for the convenience of construction, the wall rods or fixtures are removed, or some construction materials are used to lift the materials into the structure, such as reinforced concrete structures. The completion of the template clearing, garbage removal and other factors, the temporary removal of the local construction frame or the need to change the frame, thus violating the relevant construction safety regulations, resulting in secondary costs.
又,傳統建築物施工架搭設會有幾個問題:(1)拆架作業必須由上而下:但是配合外牆結構或裝修施工順序,基本上裝修作業是由下而上施做;(2)拆除作業危險性高:由於傳統拆除習慣方式,經常採用麻繩臨時綑綁利用施工門型架做反力點進行下架,風險性極高;(3)外牆造型或是外露柱、外露樑:建築物施工架一旦搭設後,初始是配合鋼筋混凝土結構尺寸,但是搭架必須事先考慮裝修空間,因此在結構施工階段,經常必須配合外牆造型凹凸變化而必須進行延伸架搭設,以及搭設延伸架而可能產生與建築物結構體面間隙過大問題;(4)建築物施工架由地面開始搭設主架:一旦搭設後即無法進出調整,如果施工中方知搭設計畫錯誤,則修改成本以及施工危險度增高。 In addition, there are several problems in the construction of traditional building construction: (1) The dismantling operation must be from top to bottom: but in accordance with the external wall structure or the construction sequence of the decoration, basically the decoration work is performed from the bottom up; (2) The danger of demolition work is high: due to the traditional demolition habits, the temporary use of the hemp rope is often used to make the reaction point for the lower frame, which is extremely risky; (3) the exterior wall shape or the exposed column and the exposed beam : Once the building construction frame is erected, it is initially matched with the reinforced concrete structure size, but the frame must be considered in advance for the decoration space. Therefore, in the structural construction stage, it is often necessary to cooperate with the external wall shape to change the concave and convex, and it is necessary to carry out the extension frame erection and the extension. The frame may have a problem of excessive clearance from the structure of the building; (4) The main frame of the building shall be erected from the ground: once it is erected, it cannot be adjusted in and out. If the construction knows that the design is wrong, the cost and construction risk will be revised. Increased in degree.
上述問題是本創作人親身感受到習知技術的缺點,本創作人關注上述問題多年,因此經過不斷研究及改良,而終有本創作之產生,以取代習知技術。 The above problem is that the creator personally feels the shortcomings of the prior art. The creator pays attention to the above problems for many years. Therefore, after continuous research and improvement, the author has finally created the creation to replace the conventional technology.
為解決上述之問題,本案創作人提供了一種外牆懸臂式施工平台。 In order to solve the above problems, the creator of the case provided an external wall cantilever construction platform.
本創作提供一種外牆懸臂式施工平台,包括複數支撐柱及複數固定柱組接於上層樓版下方,該固定柱底 部設有固定架,複數桁架穿設過該固定架,該桁架之端部與該支撐柱底部鎖合固定,該桁架設有複數個組接部,複數該組接部組設有複數貫材,複數該貫材上組設有止滑板片,並在安全方面設置了安全欄杆、防護網、垂直及水平固定用之固定鋼索;透過該固定柱鎖固該桁架,該支撐柱支撐該桁架,使該桁架可承受重量,而該止滑板片可供作業人員行走並進行施工作業,令本創作形成懸掛於外牆之施工平台;取代習知技術之施工架,達到工地現場動線順暢,可縮短工期、減少施工成本之效益。 The present invention provides an outer wall cantilever construction platform, which comprises a plurality of support columns and a plurality of fixed columns connected under the upper floor, the fixed column bottom The fixing portion is provided, and the plurality of trusses are inserted through the fixing frame, and the end portion of the truss is locked and fixed with the bottom of the supporting column, the truss is provided with a plurality of connecting portions, and the plurality of connecting portions are provided with a plurality of splicing portions a plurality of sliding plates are arranged on the upper part of the through-span, and a safety railing, a protective net, a fixed steel cable for vertical and horizontal fixing are provided in safety; the truss is locked by the fixing column, and the supporting column supports the truss, The truss can bear the weight, and the stop slide piece can be used for the walking and construction work of the operator, so that the creation forms a construction platform suspended from the outer wall; instead of the construction frame of the prior art, the moving line on the construction site is smooth, Shorten the construction period and reduce the construction cost.
以下謹以一具體實施例,且佐以圖式作詳細說明,俾使審查委員能對於本創作之技術特徵,有更進一步之了解。 In the following, a detailed description will be given in detail with reference to the drawings, so that the reviewing committee can have a better understanding of the technical features of the present invention.
(1)‧‧‧上層樓版 (1) ‧‧‧Upstairs Edition
(11)‧‧‧鋼樑 (11)‧‧‧Steel beams
(2)‧‧‧支撐柱 (2) ‧‧‧Support column
(3)‧‧‧固定柱 (3) ‧ ‧ fixed column
(31)‧‧‧固定架 (31)‧‧‧ Fixing frame
(4)‧‧‧桁架 (4)‧‧‧桁
(41)‧‧‧端部 (41) ‧ ‧ end
(42)‧‧‧組接部 (42) ‧‧‧Team
(43)‧‧‧貫材 (43) ‧‧‧
(44)‧‧‧踢腳板 (44)‧‧‧Knocking boards
(45)‧‧‧水平鋼索 (45) ‧‧‧Horizontal cable
(5)‧‧‧止滑板片 (5) ‧ ‧ ‧ slides
(51)‧‧‧止滑凸條 (51) ‧‧‧ slip slips
(6)‧‧‧安全欄杆 (6)‧‧‧Safety railings
(61)‧‧‧防護網 (61) ‧ ‧ protective nets
(7)‧‧‧上方結構體 (7) ‧‧‧Upper structure
(8)‧‧‧防護網 (8) ‧ ‧ protective net
(9)‧‧‧垂直鋼索 (9)‧‧‧Vertical steel rope
第一圖係為本創作之實施例參考圖(一)。 The first figure is a reference to the embodiment (I) of the present invention.
第二圖係為本創作之實施例參考圖(二)。 The second figure is a reference to the figure (2) of the embodiment of the present creation.
第三圖係為本創作之實施例參考圖(三)。 The third figure is a reference to the figure (3) of the embodiment of the present creation.
第四圖係為本創作之實施例參考圖(四)。 The fourth figure is a reference to the figure (4) of the embodiment of the present creation.
第五圖係為本創作之實施例參考圖(五)。 The fifth figure is a reference to the figure (5) of the embodiment of the present creation.
第六圖係為本創作之實施例參考圖(六)。 The sixth figure is a reference to the figure (6) of the embodiment of the present creation.
第七圖係為本創作之實施例參考圖(七)。 The seventh figure is a reference to the figure (7) of the embodiment of the present creation.
第八圖係為本創作之實施例參考圖(八)。 The eighth figure is a reference to the figure (8) of the embodiment of the present creation.
第九圖係為本創作之實施例參考圖(九)。 The ninth figure is a reference to the figure (9) of the embodiment of the present creation.
第十圖係為本創作之實施例參考圖(十)。 The tenth figure is a reference to the figure (10) of the embodiment of the present creation.
第十一圖係為本創作之實施例參考圖(十一)。 The eleventh figure is an embodiment of the present invention with reference to the figure (11).
第十二圖係為本創作之實施例參考圖(十二)。 The twelfth figure is a reference to the figure (12) of the embodiment of the present creation.
請參閱圖式第一圖至第十二圖,本創作提供一種外牆懸臂式施工平台,包括兩支撐柱(2)組接於上層樓版(1)下方,兩固定柱(3)組接於該上層樓版(1)下方,兩該固定柱(3)底部設有固定架(31),兩桁架(4)穿設過兩該固定柱(3)之該固定架(31),兩該桁架(4)之端部(41)與兩該支撐柱(3)底部鎖合固定,該桁架(4)設有複數個組接部(42),複數該組接部(42)組設有複數貫材(43),該貫材(43)可為H型鋼構件、木角材及其他可達到支撐功效之貫材,以及止滑板片(5),該止滑板片(5)組接於複數該貫材(43)上,該止滑板片(5)設有複數止滑凸條(51),增加該止滑板片(5)之止滑能力;透過該支撐柱(2)鎖固該桁架(4),該固定柱(3)固定該桁架(4),使該桁架(4)可承受重量,而該止滑板片(5)可供作業人員行走並進行施工作業,令本創作形成懸掛於外牆之施工平台。 Referring to the first to twelfth drawings, the present invention provides an outer wall cantilever construction platform, which comprises two support columns (2) connected under the upper floor (1) and two fixed columns (3) assembled. Below the upper floor (1), two fixing brackets (3) are provided with fixing brackets (31), and two trusses (4) are passed through the fixing brackets (31) of the two fixing pillars (3), two The end portion (41) of the truss (4) is fixedly fixed to the bottoms of the two supporting columns (3), and the truss (4) is provided with a plurality of connecting portions (42), and the plurality of connecting portions (42) are assembled. There is a plurality of materials (43), which may be H-shaped steel members, wood angle materials and other materials capable of achieving support, and a sliding plate (5), which is assembled in the sliding plate (5) a plurality of the sliding plates (43), wherein the sliding plate (5) is provided with a plurality of anti-slip ribs (51) to increase the slip resistance of the sliding plate (5); and the locking column (2) is used to lock the a truss (4), the fixing post (3) fixing the truss (4), so that the truss (4) can bear the weight, and the stopping slide piece (5) can be used for the walking and construction work of the operator, so that the creation is formed Construction platform suspended from the external wall.
前述結構組接完成後,使本創作具有承重之功能,但因為隨著施作樓層的高度,有高空作業的需求,安全性考量也非常的重要,因此,該桁架(4)進一步組接一踢腳板(44),該踢腳板(44)進一步鎖固複數安全欄杆(6),該安全欄杆(6)設有防護網(61),令施工人員在作業時,有該安全欄杆(6)及該防護網(61)的保護,又,該上層樓版(1)上方設有上方結構體(7),一防護網(8)由該上方結構體(7)連結至該桁架(4)下緣,形成雙重防護網的結構,達到雙重保護之功效。 After the foregoing structure is completed, the creation has the function of bearing weight, but since the height of the floor is applied, there is a demand for aerial work, and the safety consideration is also very important. Therefore, the truss (4) is further assembled. a skirting board (44), the skirting board (44) further locking a plurality of safety railings (6), the safety railing (6) is provided with a protective net (61), so that the construction personnel have the safety railing (6) and the working Protection of the protective net (61), further, the upper structure (1) is provided with an upper structure body (7), and a protective net (8) is connected to the lower edge of the truss (4) by the upper structure body (7) The structure of the double protective net is formed to achieve the double protection effect.
另,透過前兩個段落之敘述,本創作已經具有基本的承重功能,但為了提升承重功能及加強安全性,該桁架(4)進一步連結有垂直鋼索(9)固定,該垂直鋼索(9)由該上層結構體(7)連結至該桁架(4),使本創作承重能力及安全性都大幅提昇,又,兩該桁架(4)之間, 又設計了加強固定結構,複數該桁架(4)之間設有水平鋼索(45)固定,使兩該桁架(4)不會向外變形,提升了整體之安全性。 In addition, through the description of the first two paragraphs, the creation has basic load-bearing functions, but in order to enhance the load-bearing function and enhance safety, the truss (4) is further connected with a vertical cable (9) fixed, the vertical cable (9) The upper structure (7) is coupled to the truss (4), so that the load-bearing capacity and safety of the creation are greatly improved, and between the two trusses (4), A reinforced structural structure is also designed, and a plurality of horizontal steel cables (45) are fixed between the trusses (4) so that the trusses (4) are not deformed outward, thereby improving the overall safety.
整體來說,透過本創作之外牆懸臂式施工平台來取代習知技術之鷹架施工架結構,不僅改善了習知技術之多數缺點,更具備了許多優點,可展現快速組裝及拆卸的特性,不僅可以令施工現場動線順暢,並達到可縮短工期之效果;上述實施例僅為說明本創作之原理及其功能,並非限制本創作,因此習於此技術之人士對上述實施例進行修改及變化,仍不脫本創作之精神;本創作已具備產業上利用性、新穎性及進步性,並符合新型專利要件,爰依法提起申請。 Overall, the replacement of the conventional technology of the scaffolding frame structure by the artificial cantilever construction platform not only improves most of the shortcomings of the prior art, but also has many advantages, showing the characteristics of rapid assembly and disassembly. The invention can not only make the construction site smooth, but also achieve the effect of shortening the construction period. The above embodiments are only for explaining the principle and function of the creation, and are not limited to the creation. Therefore, those skilled in the art modify the above embodiment. And the change, still does not deviate from the spirit of this creation; this creation has the industrial use, novelty and progressive, and meets the new patent requirements, and filed an application according to law.
Claims (9)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW106212302U TWM557287U (en) | 2017-08-18 | 2017-08-18 | Exterior-wall cantilever type construction platform |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
TW106212302U TWM557287U (en) | 2017-08-18 | 2017-08-18 | Exterior-wall cantilever type construction platform |
Publications (1)
Publication Number | Publication Date |
---|---|
TWM557287U true TWM557287U (en) | 2018-03-21 |
Family
ID=62191372
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
TW106212302U TWM557287U (en) | 2017-08-18 | 2017-08-18 | Exterior-wall cantilever type construction platform |
Country Status (1)
Country | Link |
---|---|
TW (1) | TWM557287U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI673418B (en) * | 2017-08-18 | 2019-10-01 | 崇鼎工坊有限公司 | External wall cantilever construction platform and its assembly method |
TWI684700B (en) * | 2018-08-10 | 2020-02-11 | 潤弘精密工程事業股份有限公司 | Scaffold system and scaffold structure thereof |
TWI776062B (en) * | 2019-05-28 | 2022-09-01 | 志強有限公司 | Suspending construction platform and constructing method using the same |
-
2017
- 2017-08-18 TW TW106212302U patent/TWM557287U/en unknown
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
TWI673418B (en) * | 2017-08-18 | 2019-10-01 | 崇鼎工坊有限公司 | External wall cantilever construction platform and its assembly method |
TWI684700B (en) * | 2018-08-10 | 2020-02-11 | 潤弘精密工程事業股份有限公司 | Scaffold system and scaffold structure thereof |
TWI776062B (en) * | 2019-05-28 | 2022-09-01 | 志強有限公司 | Suspending construction platform and constructing method using the same |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104453197B (en) | High Large Cantilever concrete structural steel shape supports platform | |
KR100944463B1 (en) | Composite cage for construction | |
US20060260238A1 (en) | Refinement to the construction systems for structures in reinforced concrete or some other material of high-precision intergral modular forms | |
TWM557287U (en) | Exterior-wall cantilever type construction platform | |
TWI673418B (en) | External wall cantilever construction platform and its assembly method | |
ITRM20100693A1 (en) | INNOVATIVE COMPONENT FOR THE CONSTRUCTION OF TRIBUNES FOR SPORTS FACILITIES AND TRIBUNE FOR SPORTS FACILITIES MADE BY MEANS OF THIS INNOVATIVE COMPONENT | |
CN108331336A (en) | The integrated lifting steel plateform system and its construction method of floor synchronous construction | |
CN206233541U (en) | A kind of interior top external climbing mould bases operation platform for construction of super highrise building | |
CN102661019A (en) | Heat preservation and decoration integrated construction method for outer wall of building | |
KR20070005533A (en) | Gang form | |
CN204781927U (en) | Elevartor shaft formwork and elevartor shaft concrete placement operation platform | |
JP6590512B2 (en) | Staircase temporary scaffolding | |
KR20110094720A (en) | Composite cage for construction | |
CN209975905U (en) | Stair with sliding support | |
CN104831928B (en) | High-altitude long-span concrete conjoined structure shuttering supporting steel platform construction method | |
Kagan | Management, mechanization and automation of work in the construction of high-rise buildings | |
CN203257074U (en) | Operation platform of elevator shaft | |
CN102587601A (en) | Multistage connection cage-type staircase | |
JP2016204983A5 (en) | ||
CN202559618U (en) | Multi-step connection type cage staircase | |
CN107227839B (en) | Integrated support construction safety platform and installation method | |
CN205444451U (en) | H-shaped steel combined base for light house | |
JP7369090B2 (en) | shaft wall unit | |
CN1041199A (en) | The out-mould scaffold of super-high buildings integral elevating system | |
CN211776076U (en) | Steel construction retractable cat ladder of going to people for elevator well |