TWI673418B - External wall cantilever construction platform and its assembly method - Google Patents

Abstract

本發明提供一種外牆懸臂式施工平台及其組接工法，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 external wall cantilever construction platform and an assembly method thereof, comprising a plurality of support columns and a plurality of fixed columns connected below an upper floor version, a fixed frame is provided at the bottom of the fixed column, and a plurality of trusses pass through the support frame. The end of the truss is locked and fixed with the bottom of the support column. The truss is provided with a plurality of connection parts, the plurality of connection parts are provided with a plurality of through materials, and the plurality of the through materials are provided with a slide plate; The fixed column locks the truss, the support column supports the truss, so that the truss can bear the weight, and the anti-slide plate can be used by the operator to walk and carry out construction operations, so that the invention forms a construction platform suspended from the outer wall, replacing the conventional The construction frame of known technology can achieve the smooth movement of the construction site, which can shorten the construction period and reduce the benefits of construction costs.

Description

外牆懸臂式施工平台及其組接工法 Outer wall cantilever construction platform and assembly method thereof

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 present invention is a construction frame method for external wall operations, and in particular, 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。 In today's major cities, the population density is high, and land acquisition is not easy. In order to improve land use rate and living density, urban construction projects are biased towards high-rise buildings that can accommodate a large number of people. Therefore, higher-rise buildings can be seen everywhere. In the process of nothing, the construction period is often a few years. The building construction frame on the construction site, commonly known as the eagle frame, is one of the necessary and necessary engineering construction operations. The building construction frame can not only speed up the construction and Safety is the most important protection for workers on site and passers-by at 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。 For traditional building construction erection, during the construction of the structure, it is necessary to cooperate with the construction of the building structure before embedding the wall tie rods. When the concrete placement is completed the next day or after a prescribed time, remove the side formwork to find the embedded Wall tie rods are used to start building construction erection, and the building construction brackets are temporarily attached and fixed to the reinforced concrete outer wall using wall tie rods, if it is a pure steel frame The structure will be temporarily fixed on the outer steel beam with 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 structure works are completed and the exterior wall decoration works are started, the building construction frame will also be used for exterior wall decoration operations. The general building exterior wall decoration may include projects such as wall cleaning, metal iron rust prevention, flooring Seam treatment, door and window frame installation, caulking operation, waterproof coating, tiling, hanging stone, lamps or water and electricity cable piping, grille, decorative board, cast aluminum, glass installation, plugging waterway, glue, removing with wall tie rod And make up the decorative materials there.

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 construction period, sometimes due to the cheap work of exterior wall decoration workers, or for the convenience of construction, the wall tie rods or fixtures were removed, or some construction materials were lifted into the material by a crane, and the structure body such as reinforced concrete structure The completion of formwork removal, garbage removal and other factors, the temporary removal of local construction racks or the need to change the racks, thus violating the relevant construction safety regulations and causing 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 with traditional building construction erection: (1) the demolition operation must be from top to bottom: but in accordance with the external wall structure or the decoration construction order, basically the decoration operation is performed from bottom to top; (2) ) High risk of demolition: Due to the traditional habit of demolition, hemp ropes are often used for temporary bundling to make use of the construction portal frame as a reaction force point to remove the rack, which is extremely risky; (3) the exterior wall shape or exposed columns and exposed beams : Once the building construction frame is erected, it is initially matched with the size of the reinforced concrete structure. However, the erection frame must take into account the decoration space in advance. Therefore, during the structural construction stage, it is often necessary to carry out extension erection and erection extension in accordance with the unevenness of the external wall shape. May lead to The problem of excessive decent clearance of the building structure; (4) The main frame of the building construction erection starts from the ground: once it is erected, it cannot be adjusted in and out. If the construction party knows that the design drawing is wrong, the modification cost and construction risk will increase.

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 problems are the shortcomings of the conventional technology. The inventor has been paying attention to the above problems for many years. Therefore, after continuous research and improvement, the present invention eventually emerges 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 this case provided a cantilevered construction platform for external walls.

本發明提供一種外牆懸臂式施工平台及其組接工法，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 and an assembling method thereof, comprising a plurality of supporting columns and a plurality of fixing columns connected below an upper floor version, a fixing frame is arranged at the bottom of the fixing column, and a plurality of trusses pass through the fixing frame. The end of the truss is locked and fixed with the bottom of the support column. The truss is provided with a plurality of assembly parts, the plurality of assembly parts is provided with a plurality of through members, and the plurality of the through members are provided with anti-slide plates. In terms of safety, a safety railing, a protective net, and a fixed steel wire for vertical and horizontal fixing are provided; the truss is locked through the fixed column, the supporting column supports the truss, so that the truss can bear the weight, and the slide plate is available for operation People walk and carry out construction operations, so that the present invention forms a construction platform suspended from the external wall; instead of the conventional construction frame, the construction site can move smoothly, which can shorten the construction period and reduce the cost of construction.

藉由上述外牆懸臂式施工平台，具有許多優 點，簡單整理如下： With the above-mentioned cantilever construction platform for external walls, there are many advantages Point, simply sorted as follows:

(1)施工人員可透過室內電梯進行上下材料移動。 (1) Construction personnel can move material up and down 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 carried through the indoor elevator.

(3)本發明鎖固穩定，減少公安意外的發生。 (3) The invention has stable 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) The purpose of bearing weight is achieved through the anti-skid plate, and the parts and sparks will not fall to the lower layer during construction, which improves 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 line, keep the ground line line clear, 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 invention is detachable, and the installation and removal process is simple and fast.

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 specific embodiment is described in detail with accompanying drawings, so that the review members can have a further understanding of the technical features of the present invention.

(1)‧‧‧上層樓版 (1) ‧‧‧Upper floor version

(11)‧‧‧鋼樑 (11) ‧‧‧Steel beam

(2)‧‧‧支撐柱 (2) ‧‧‧ support post

(3)‧‧‧固定柱 (3) ‧‧‧Fixed post

(31)‧‧‧固定架 (31) ‧‧‧Fixed frame

(4)‧‧‧桁架 (4) ‧‧‧truss

(41)‧‧‧端部 (41) ‧‧‧End

(42)‧‧‧組接部 (42) ‧‧‧Assembly Department

(43)‧‧‧貫材 (43) ‧‧‧Consistent material

(44)‧‧‧踢腳板 (44) ‧‧‧ Skirting board

(45)‧‧‧水平鋼索 (45) ‧‧‧Horizontal wire rope

(5)‧‧‧止滑板片 (5) ‧‧‧Skateboard

(51)‧‧‧止滑凸條 (51) ‧‧‧Anti-slip convex strip

(6)‧‧‧安全欄杆 (6) ‧‧‧Security Railing

(61)‧‧‧防護網 (61) ‧‧‧Protection net

(7)‧‧‧上方結構體 (7) ‧‧‧Upper structure

(8)‧‧‧防護網 (8) ‧‧‧ Protection net

(9)‧‧‧垂直鋼索 (9) ‧‧‧Vertical wire rope

第一圖係為本發明之實施例參考圖(一)。 The first diagram is a reference diagram (a) of the embodiment of the present invention.

第二圖係為本發明之實施例參考圖(二)。 The second diagram is a reference diagram (2) of the embodiment of the present invention.

第三圖係為本發明之實施例參考圖(三)。 The third diagram is a reference diagram (three) of the embodiment of the present invention.

第四圖係為本發明之實施例參考圖(四)。 The fourth diagram is a reference diagram (four) of the embodiment of the present invention.

第五圖係為本發明之實施例參考圖(五)。 The fifth diagram is a reference diagram (five) of the embodiment of the present invention.

第六圖係為本發明之實施例參考圖(六)。 The sixth diagram is a reference diagram (six) of the embodiment of the present invention.

第七圖係為本發明之實施例參考圖(七)。 The seventh diagram is a reference diagram (seven) of the embodiment of the present invention.

第八圖係為本發明之實施例參考圖(八)。 The eighth diagram is a reference diagram (eight) 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 diagram is a reference diagram (nine) of the embodiment of the present invention.

第十圖係為本發明之實施例參考圖(十)。 The tenth diagram is a reference diagram (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 figure (eleven) of the 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 figure (twelve) of the 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，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。 Please refer to the first to twelfth drawings of the drawings. The present invention provides a cantilever construction platform for an external wall, which includes two supporting columns (2) assembled under the upper floor version (1) and two fixed columns (3) assembled. Below the upper floor plate (1), two fixing columns (3) are provided with fixing frames (31) at the bottom, and two trusses (4) pass through the fixing frames (31) of the two fixing columns (3). The end portion (41) of the truss (4) is locked and fixed with the bottom of the two support columns (3). The truss (4) is provided with a plurality of assembly portions (42), and the plurality of assembly portions (42) are assembled. There are a plurality of penetration members (43). The penetration members (43) can be H-shaped steel members, wood angles, and other penetration members that can achieve the supporting effect, and the anti-skid plate (5), which is connected to the anti-skid plate (5). On the plurality of continuous materials (43), the anti-sliding plate (5) is provided with a plurality of anti-sliding convex strips (51) to increase the anti-sliding ability of the anti-sliding plate (5); the supporting post (2) is used to lock the A truss (4), the fixed column (3) fixes the truss (4), so that the truss (4) can bear the weight, and the slide plate (5) can be used by workers to walk and perform construction operations, so that the invention is formed A construction platform suspended from an external 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 assembly of the foregoing structures is completed, the present invention has a load-bearing function. However, as the height of the application floor requires the work at height, safety considerations are also very important. Therefore, the truss (4) is further assembled. Skirting board (44), which further secures a plurality of safety railings (6), the safety railing (6) is provided with a protective net (61), so that when construction workers have the safety railing (6) and the Protection by a protective net (61), and an upper structure (7) is provided above the upper floor (1), and a protective net (8) is connected by the upper structure (7) to the lower edge of the truss (4) , To form a double protection net structure, to achieve the effect of double protection.

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 improve the load-bearing function and enhance safety, the truss (4) is further connected with a vertical steel cable (9) to fix the vertical steel cable (9) The upper structure (7) is connected to the truss (4), which greatly improves the load-bearing capacity and safety of the present invention. In addition, between the two trusses (4), a reinforced fixed structure is designed, and a plurality of the trusses ( 4) A horizontal steel cable (45) is fixed between them, so that the two trusses (4) will not deform outward, and the overall safety is improved.

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 steps of the present invention are: (A) arranging two supporting columns (2) and two fixing columns (3) on the upper floor version (1); (B) passing the two trusses (4) respectively The fixing frame (31) provided on the two fixing columns (3); (C) the upper structure (7) is provided with two vertical steel cables (9), and the two vertical steel cables (9) are respectively connected with the two trusses (4); (D) the two trusses (4) are outward Push out, adjust the tightness of the two vertical steel cables (9) until the two trusses (4) are pushed to a predetermined position, and lock the ends (41) of the two trusses (4) and the bottom of the two support columns (2). (E) Install two horizontal steel cables (45) between the two trusses (4); (F) Set a plurality of the joints (42) and (G) Assemble the anti-skid plate (5) on the Plural (43); (H) Assemble the skirting board (44) on the front end of the two trusses (4); I) Lock the safety railing (6) to the skirting board (44); (J) Install the protective net (61) of the safety railing (6). Through the above assembling steps, the outer wall cantilever construction platform construction 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及其組接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。 On the whole, the cantilever construction platform of the outer wall of the present invention and its assembling method are used to replace the eagle frame construction frame structure of the conventional technology, which not only improves most of the disadvantages of the conventional technology, but also has many advantages, and can show rapid The characteristics of assembly and disassembly can not only make the construction site move smoothly, and can shorten the construction period; the above embodiments are only to explain the principle and function of the present invention, and not to limit the present invention. Modifications and changes to the above embodiments still do not depart from the spirit of the present invention; the present invention already possesses industrial applicability, novelty, and progress, and conforms to the new-type patents. Concerning the important requirements, Ji filed an application in accordance with the law.

Claims (5)

一種外牆懸臂式施工平台，包括：複數支撐柱，複數該支撐柱組接於上層樓版下方；複數固定柱，複數該固定柱組接於該上層樓版下方，該固定柱底部設有固定架；複數桁架，該桁架穿設過該固定柱之該固定架，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；以及止滑板片，該止滑板片組接於複數該貫材上；透過該支撐柱鎖固該桁架，該固定柱固定該桁架，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。該桁架進一步組接一踢腳板。該踢腳板進一步鎖固複數安全欄杆。該上層樓版上方設有上方結構體，一防護網由上方結構體連結至該桁架下緣。該桁架進一步連結有垂直鋼索固定，該垂直鋼索由上層結構體連結至該桁架。複數該桁架之間設有水平鋼索固定。 An outer wall cantilever construction platform includes: a plurality of support columns, the plurality of support column groups are connected below the upper floor plate; a plurality of fixed columns, the plurality of fixed column groups are connected below the upper floor plate, and the bottom of the fixed column is provided with a fixed A plurality of trusses, the truss passing through the fixing frame of the fixed column, the ends of the truss being locked and fixed with the bottom of the supporting column, the truss being provided with a plurality of connection parts, and the plurality of connection parts being provided in groups A plurality of through pieces; and a stop piece, the stop piece is connected to the plurality of pieces; the truss is locked through the support column, the fixed column fixes the truss so that the truss can bear the weight, and the stop plate It can be used by workers to walk and carry out construction operations, so that the present invention forms a construction platform suspended from an external wall. The truss is further assembled with a skirting board. The skirting board further secures a plurality of safety railings. An upper structure is provided above the upper floor, and a protective net is connected to the lower edge of the truss by the upper structure. The truss is further fixed with a vertical steel cable connected to the truss by an upper-layer structure. A plurality of horizontal steel cables are fixed between the trusses. 如申請專利範圍第1項所述之外牆懸臂式施工平台，其中，該安全欄杆設有防護網。 The outer wall cantilever construction platform as described in item 1 of the scope of patent application, wherein the safety railing is provided with a protective net. 如申請專利範圍第2項所述之外牆懸臂式施工平台，其中，該止滑板片設有複數止滑凸條。 The outer wall cantilever construction platform according to item 2 of the scope of patent application, wherein the anti-sliding plate is provided with a plurality of anti-sliding convex strips. 如申請專利範圍第3項所述之外牆懸臂式施工平台，其中， 該貫材可為H型鋼構件、木角材及其他可達到支撐功效之貫材。 The cantilever construction platform for external walls as described in item 3 of the scope of patent application, wherein: The perforated material can be H-shaped steel member, wood angle material and other perforated materials that can achieve supporting effect. 一種外牆懸臂式施工平台組接工法步驟為：(A)於該上層樓版組設兩該支撐柱及兩該固定柱；(B)將兩該桁架各自穿設於兩該固定柱之該固定架；(C)該上方結構體設有兩該垂直鋼索，兩該垂直鋼索各自與兩該桁架組接；(D)將兩該桁架向外推出，邊調整兩該垂直鋼索鬆緊度直到兩該桁架推至預定位置，並將兩該桁架之端部與兩該支撐柱底部鎖合固定；(E)於兩該桁架之間安裝兩該水平鋼索；(F)於兩該桁架上每相隔一距離組設複數該組接部及複數該貫材；(G)於複數該貫材上組接該止滑板片；(H)於兩該桁架前端組設該踢腳板；(I)將該安全欄杆鎖固於該踢腳板；(J)安裝該安全欄杆之該防護網。透過上述組接步驟，即完成本發明之外牆懸臂式施工平台組接工法。 An external wall cantilever construction platform assembly method includes the steps of: (A) arranging two supporting columns and two fixing columns on the upper floor plate; (B) passing two trusses on each of the two fixing columns. Fixed frame; (C) the upper structure is provided with two vertical steel cables, and the two vertical steel cables are respectively connected with the two trusses; (D) the two trusses are pushed outwards, and the tightness of the two vertical steel cables is adjusted until two The truss is pushed to a predetermined position, and the ends of the two trusses are locked with the bottoms of the two support columns; (E) two horizontal steel cables are installed between the two trusses; (F) each spaced apart on the two trusses A plurality of sets of joints and a plurality of penetration members are arranged at a distance; (G) the stopping plate is assembled on the plurality of penetration members; (H) the skirting boards are assembled at the front ends of the two trusses; (I) the safety is assembled The railing is locked to the skirting board; (J) The protective net of the safety railing is installed. Through the above assembling steps, the assembling method for the outer wall cantilever construction platform of the present invention is completed.