TW201912904A - Method of outer wall cantilever construction platform capable of smoothening the movement flow of the construction site, shortening the construction period and reducing the construction cost - Google Patents
Method of outer wall cantilever construction platform capable of smoothening the movement flow of the construction site, shortening the construction period and reducing the construction cost Download PDFInfo
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Description
本發明係為一種外牆作業之施工架工法,尤指一種懸掛於外牆之施工平台。 The invention relates to a construction frame method for external wall work, in particular to 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 hydroelectric cable, grille, plaque, cast aluminum, glass installation, plug water, glue, wall rod removal And to 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.
上述問題是本發明人親身感受到習知技術的缺點,本發明人關注上述問題多年,因此經過不斷研究及改良,而終有本發明之產生,以取代習知技術。 The above problem is that the inventors have personally experienced the shortcomings of the prior art, and the present inventors have paid attention to the above problems for many years, and therefore, through continuous research and improvement, the present invention has been produced 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工法。 In order to solve the above problems, the creator of the case provided a construction method of the cantilever construction platform for the outer wall.
本發明提供一種外牆懸臂式施工平台工法,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,令本發明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 invention provides an outer wall cantilever construction platform method, 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 fixing frame, and the plurality of trusses are passed through the fixing frame, and the end of the truss The portion is locked and fixed to the bottom of the support column, the truss is provided with a plurality of assembly portions, the plurality of connection portions are provided with a plurality of splicing materials, and the plurality of splicing members are provided with a stop slide plate, and are arranged in safety. a safety railing, a protective net, a fixed cable for vertical and horizontal fixing; the truss is locked by the fixing post, the supporting column supports the truss so that the truss can bear the weight, and the stopping slide piece can be used by the operator to walk and carry out The construction operation makes the invention form a construction platform suspended from the external wall; instead of the construction frame of the prior art, the moving line on the construction site is smooth, which can shorten the construction period and reduce the construction cost.
藉由上述外牆懸臂式施工平台工法,具有許多 優點,簡單整理如下: With the above-mentioned external wall cantilever construction platform method, it has many advantages, and is simply organized as follows:
(1)施工人員可透過室內電梯進行上下材料移動。 (1) Construction workers can move the upper and lower materials through the indoor elevator.
(2)施工材料或用具可透過室內電梯搬運。 (2) Construction materials or appliances can be transported through an indoor elevator.
(3)本發明鎖固穩定,減少公安意外的發生。 (3) The invention is stable in locking and reduces the occurrence of public security accidents.
(4)透過止滑板片達到承重之目的,且施工時零件及火花不會掉落至下層,提升人員之安全性。 (4) Through the stop plate to achieve the purpose of weight bearing, and parts and sparks will not fall to the lower layer during construction, improving the safety of personnel.
(5)改善施工動線,地面層動線保持淨空,有助於現場工場管理。 (5) Improve the construction moving line, keep the ground floor moving line clean, and help the on-site workshop management.
(6)本發明為可拆式,安裝及拆除過程簡便快速。 (6) The present invention is detachable, and the installation and removal process is simple and quick.
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發明之技術特徵,有更進一步之了解。 In the following, a detailed description of the embodiments will be provided to enable the reviewing committee to further understand 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
第一圖係為本發明之實施例參考圖(一)。 The first figure is a reference to (a) of an embodiment of the present invention.
第二圖係為本發明之實施例參考圖(二)。 The second figure is a reference to (2) of an embodiment of the present invention.
第三圖係為本發明之實施例參考圖(三)。 The third figure is a reference to (3) of an embodiment of the present invention.
第四圖係為本發明之實施例參考圖(四)。 The fourth figure is a reference to the figure (4) of an embodiment of the present invention.
第五圖係為本發明之實施例參考圖(五)。 The fifth figure is a reference to (5) of an embodiment of the present invention.
第六圖係為本發明之實施例參考圖(六)。 The sixth figure is a reference to (6) of an embodiment of the present invention.
第七圖係為本發明之實施例參考圖(七)。 The seventh figure is a reference to the figure (7) of an embodiment of the present invention.
第八圖係為本發明之實施例參考圖(八)。 The eighth figure is a reference to (8) of an embodiment of the present invention.
第九圖係為本發明之實施例參考圖(九)。 The ninth drawing is a reference to (9) of an embodiment of the present invention.
第十圖係為本發明之實施例參考圖(十)。 The tenth figure is a reference to (ten) of the embodiment of the present invention.
第十一圖係為本發明之實施例參考圖(十一)。 The eleventh figure is a reference to (11) of an embodiment of the present invention.
第十二圖係為本發明之實施例參考圖(十二)。 The twelfth figure is a reference to the figure (12) of an embodiment of the present invention.
請參閱圖式第一圖至第十二圖,本發明提供一種外牆懸臂式施工平台工法,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,令本發明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 method, which comprises two support columns (2) connected to the lower floor (1) and two fixed columns (3). Connected to the lower floor (1), the bottom of the two fixing columns (3) is provided with a fixing frame (31), and the two trusses (4) are passed through the fixing frames (31) of the two fixing columns (3). The ends (41) of the two trusses (4) are locked and 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) A plurality of materials (43) are provided, and the through material (43) can be an H-shaped steel member, a wood angle material and other through-supporting materials, and a sliding plate piece (5), which is assembled The plurality of sliding slats (5) are provided with a plurality of anti-slip ribs (51) for increasing the slip resistance of the swash plate (5); and being locked by the supporting column (2) The truss (4), the fixing post (3) fixes the truss (4), so that the truss (4) can bear the weight, and the stopping slide (5) can be used for the operator to walk and carry out the construction work, so that the invention Form a construction platform suspended from the outer wall.
前述結構組接完成後,使本發明具有承重之功能,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 structural assembly is completed, the present invention has the function of bearing weight, but since the height of the floor is applied, there is a demand for aerial work, and safety considerations are 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,本發明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),使本發明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 present invention already has a basic load-bearing function, but in order to enhance the load-bearing function and enhance safety, the truss (4) is further coupled with a vertical cable (9) fixed, the vertical cable (9) The truss (4) is coupled to the truss (4), so that the bearing capacity and safety of the present invention are greatly improved. Moreover, between the two trusses (4), a reinforcing structure is fixed, and the truss is plural ( 4) A horizontal cable (45) is fixed between them so that the two trusses (4) are not deformed outward, which improves the overall safety.
本發明之施工組接步驟為:(A)於該上層樓版(1)組設兩該支撐柱(2)及兩該固定柱(3);(B)將兩該桁架(4)各自穿設於兩該固定柱(3)之該固定架(31); (C)該上方結構體(7)設有兩該垂直鋼索(9),兩該垂直鋼索(9)各自與兩該桁架(4)組接;(D)將兩該桁架(4)向外推出,邊調整兩該垂直鋼索(9)鬆緊度直到兩該桁架(4)推至預定位置,並將兩該桁架(4)之該端部(41)與兩該支撐柱(2)底部鎖合固定;(E)於兩該桁架(4)之間安裝兩該水平鋼索(45);(F)於兩該桁架(4)上每相隔一距離組設複數該組接部(42)及複數該貫材(43);(G)於複數該貫材(43)上組接該止滑板片(5);(H)於兩該桁架(4)前端組設該踢腳板(44);(I)將該安全欄杆(6)鎖固於該踢腳板(44);(J)安裝該安全欄杆(6)之該防護網(61)。透過上述組接步驟,即完成本發明之外牆懸臂式施工平台工法。 The construction assembly step of the present invention is: (A) two supporting columns (2) and two fixing columns (3) are arranged in the upper floor (1); (B) two trusses (4) are respectively worn The fixing frame (31) is disposed on the two fixing columns (3); (C) the upper structure body (7) is provided with two vertical steel cables (9), and the two vertical steel cables (9) are respectively associated with the two trusses ( 4) assembling; (D) pushing the two trusses (4) outward, adjusting the tightness of the two vertical cables (9) until the two trusses (4) are pushed to the predetermined position, and the two trusses (4) The end portion (41) is locked and fixed to the bottoms of the two supporting columns (2); (E) two horizontal cables (45) are installed between the two trusses (4); (F) the two trusses (4) Each of the plurality of distances is provided with a plurality of the connecting portions (42) and the plurality of the intersecting members (43); (G) the plurality of the sliding members (43) are assembled on the plurality of the members (43); (H) The skirting board (44) is assembled on the front end of the two trusses (4); (I) the safety railing (6) is locked to the skirting board (44); (J) the protective net (6) is installed on the safety railing (6) 61). Through the above assembly steps, the outer wall cantilever construction platform method of the present invention is completed.
整體來說,透過本發明之外牆懸臂式施工平台工法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發明之原理及其功能,並非限制本發明,因此習於此技術之人士對上述實施例進行修改及變化,仍不脫本發明之精神;本發明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。 In general, the replacement of the conventional scaffolding frame structure by the outer wall cantilever construction platform method of the present invention not only improves most of the shortcomings of the prior art, but also has many advantages, and can exhibit rapid assembly and disassembly. The characteristics 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 present invention, and do not limit the present invention, so those skilled in the art can perform the above embodiments. Modifications and changes still do not depart from the spirit of the invention; the invention has been industrially utilized, novel and progressive, and conforms to the new patent requirements, and is filed according to law.
Claims (10)
Priority Applications (1)
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Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
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CN111502227A (en) * | 2020-04-30 | 2020-08-07 | 江苏中南建筑产业集团有限责任公司 | Operating platform and construction method for building peripheral constructional column construction |
CN113700280A (en) * | 2021-09-28 | 2021-11-26 | 中能建西北城市建设有限公司 | Overhanging type scaffold |
CN114427258A (en) * | 2021-12-28 | 2022-05-03 | 中国建筑第二工程局有限公司 | High-altitude large-span cantilever concrete member disassembly-free construction system and construction method |
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TWM557287U (en) * | 2017-08-18 | 2018-03-21 | Chong Ding Workshop Co Ltd | Exterior-wall cantilever type construction platform |
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111502227A (en) * | 2020-04-30 | 2020-08-07 | 江苏中南建筑产业集团有限责任公司 | Operating platform and construction method for building peripheral constructional column construction |
CN113700280A (en) * | 2021-09-28 | 2021-11-26 | 中能建西北城市建设有限公司 | Overhanging type scaffold |
CN113700280B (en) * | 2021-09-28 | 2022-12-27 | 中能建西北城市建设有限公司 | Overhanging scaffold |
CN114427258A (en) * | 2021-12-28 | 2022-05-03 | 中国建筑第二工程局有限公司 | High-altitude large-span cantilever concrete member disassembly-free construction system and construction method |
CN114427258B (en) * | 2021-12-28 | 2022-08-19 | 中国建筑第二工程局有限公司 | High-altitude large-span cantilever concrete member disassembly-free construction system and construction method |
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