TWI826215B - Building smart visual history recording method and system - Google Patents

Building smart visual history recording method and system Download PDF

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TWI826215B
TWI826215B TW111150660A TW111150660A TWI826215B TW I826215 B TWI826215 B TW I826215B TW 111150660 A TW111150660 A TW 111150660A TW 111150660 A TW111150660 A TW 111150660A TW I826215 B TWI826215 B TW I826215B
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鄭惠文
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Abstract

一種建築物智慧視覺履歷紀錄方法,供以一建築物智慧視覺履歷 紀錄系統,依照一預定藍圖資料在一預定位置建築完成一對應的多層的建築物,包括最下方的一基礎層及複數高於基礎層的高層,其中預定位置更包括有一固定參考點,以及複數高層分別具有複數樓層基準點及複數特徵結構包括下列步驟;儲存單元儲存一藍圖資料並標定固定參考點,以一支撐架設單元將一影像擷取單元設置在相應固定參考點之一原始定位點以輸出至處理單元或儲存單元,藉以比對確認上述各特徵結構的建築過程是否符合藍圖資料。 A building smart visual history recording method, providing a building smart visual history The recording system constructs a corresponding multi-story building at a predetermined location according to a predetermined blueprint data, including a base layer at the bottom and a plurality of high-rise buildings higher than the base layer. The predetermined location further includes a fixed reference point, and a plurality of high-rise buildings. The high-rise buildings each have multiple floor reference points and multiple feature structures including the following steps: the storage unit stores a blueprint data and calibrates a fixed reference point, and uses a support erection unit to set an image capture unit at one of the original positioning points of the corresponding fixed reference point. Output to the processing unit or storage unit to compare and confirm whether the construction process of each of the above-mentioned characteristic structures conforms to the blueprint data.

Description

建築物智慧視覺履歷紀錄方法及系統 Building smart visual history recording method and system

本發明係關於一種建築的相關領域,特別是指一種建築物智慧視覺履歷紀錄方法及系統。 The present invention relates to a construction-related field, and in particular, to a building intelligent visual history recording method and system.

隨著建築物的安全法規逐步修訂完善,以及都市規劃分區的監管,一方面政府對於原始設計和建築過程是否遵照原始設計施工更加關注,另方面消費者對於購屋或房屋使用的營建品質要求也更高。 With the gradual revision and improvement of building safety regulations and the supervision of urban planning and zoning, on the one hand, the government is paying more attention to whether the original design and construction process comply with the original design and construction. On the other hand, consumers are also more demanding on the construction quality of houses purchased or used. high.

理論上,領有建築師執照的建築師要負責工程的設計、監督施工,有關建築物結構與設備等專業工程部分,則應由承辦建築師交由依法登記開業之專業技師負責辦理,建築師並負連帶責任。但是法律規定並沒有考量一旦建案過多、建築師和專業技師有限的現實問題,更沒有考慮樓層逐步加高時,建築師和專業技師是否能攀爬鷹架,陪同施工人員整日逐層監看;尤其,即使是學養豐富的建築師和專業技師,也未必能肉眼觀察出例如配管位置偏差數公分或紮筋位置是否準確無誤。 Theoretically, an architect with an architect's license should be responsible for the design and supervision of the construction of the project. Related professional engineering parts such as building structure and equipment should be handled by the architect and handed over to professional technicians registered in accordance with the law. The architect also Bear joint liability. However, the legal regulations do not consider the practical problems of limited architects and professional technicians once there are too many construction projects, nor do they consider whether architects and professional technicians can climb the scaffolding and accompany the construction workers to monitor floor by floor all day long when the floors are gradually raised. Look; in particular, even well-educated architects and professional technicians may not be able to visually observe, for example, whether the position of the piping is a few centimeters away or whether the position of the reinforcement is correct.

如圖1所示,一間房屋9的冷熱水管92和電路配管94在建築過程中是否依照藍圖準確定位,以及在架設過程中的水密是否完善,要是沒有在建築過程中詳實記錄確認,如圖2所示在牆壁90結構完工之後,就完全 無法再重新確認。一旦房屋使用一段時日之後發現水管滲漏,如何鑑定是建築過程的疏失、還是地震的後遺症?這都會成為日後爭執的重大問題。 As shown in Figure 1, whether the hot and cold water pipes 92 and circuit piping 94 of a house 9 are accurately positioned according to the blueprint during the construction process, and whether the watertightness is perfect during the erection process, if there is no detailed record and confirmation during the construction process, as shown in Figure As shown in 2, after the wall 90 structure is completed, it is completely Cannot reconfirm again. Once a water pipe leak is discovered after a house has been used for a period of time, how to identify whether it is a negligence in the construction process or a sequelae of the earthquake? This will become a major issue in future disputes.

也因此,在美國第11348322號發明專利中提出,要在建築過程中設置大量基準標示(fiducial markers),並且以機器人定期巡視,監測各基準標示位置和其他所有結構梁、地板、牆壁、管道、電線、消防噴淋頭、門框和門、外窗、內窗、浴室、計算機中心、手術中心、照明、景觀美化,空調,管道,熱水器,水過濾系統,健身房,自助餐廳,櫥櫃,壁櫥,安全系統,隔板,水密門,發動機,螺旋槳等的對應位置、材質和施工品質,並且和原設計的資料相互比對,藉此確認建築的品質。 Therefore, U.S. Invention Patent No. 11348322 proposed that a large number of fiducial markers should be set up during the construction process, and robots should be used to patrol regularly to monitor the positions of each fiducial marker and all other structural beams, floors, walls, pipes, etc. Electrical Wires, Fire Sprinklers, Door Frames and Doors, Exterior Windows, Interior Windows, Bathrooms, Computer Centers, Surgery Centers, Lighting, Landscaping, Air Conditioning, Plumbing, Water Heaters, Water Filtration Systems, Gyms, Cafeterias, Cabinets, Closets, Security The corresponding positions, materials and construction quality of systems, partitions, watertight doors, engines, propellers, etc. are compared with the original design data to confirm the quality of the building.

然而由於一棟建築物如果要鉅細靡遺地將所有細節完整監控,尤其是用機器人巡視工地,不僅要考慮大量的影像資訊是否能夠充分消化吸收、分析監控,想要真的有效利用這種海量資訊,所花費的資源是否符合經濟效益、能落實配合建築界的真實需求。尤其從施工過程的實務面考慮,不僅工地並非平整,機器人的運動過程不可能完全順暢,中間的顛簸,會造成在影像分析時的大量運算補償需求,提升無謂的資源浪費;甚至建築工地的情況可能根本不容許機器人順利巡邏。 However, if a building is to be monitored in every detail, especially if a robot is used to patrol the construction site, it is not only necessary to consider whether the large amount of image information can be fully digested, absorbed, analyzed and monitored, but also if you want to really make effective use of this massive amount of image information, Information, whether the resources spent are economical and can meet the real needs of the construction industry. Especially from the practical side of the construction process, not only is the construction site not flat, but the movement of the robot cannot be completely smooth. The bumps in the middle will cause a lot of computational compensation requirements during image analysis, increasing unnecessary waste of resources; even the situation at the construction site The robot may not be allowed to patrol smoothly at all.

再進一步,由於該方案中的所有的影像都是以二維圖像疊加,架構出三維的實際建物,再去跟電腦中所儲存的設計圖進行比對,然而在樓層與樓層間,該方案並沒有提出如何確保彼此的座標連貫,因此無論就機器人巡邏週期之內,前一瞬間和後一瞬間的顛簸,都會造成運算補償的大量需求,讓擷取的影像資料在可分析使用前的前處理階段運算量暴 增;而另方面,在不同樓層的空間結構上欠缺連貫,也會使得樓層和樓層之間的結構可靠度受到質疑。 Furthermore, since all the images in this plan are superimposed with two-dimensional images to construct a three-dimensional actual building, and then compared with the design drawings stored in the computer, however, between floors, the plan It does not propose how to ensure that each other's coordinates are coherent. Therefore, no matter within the robot's patrol cycle, the bumps at the previous moment and the next moment will cause a large demand for computational compensation, so that the captured image data can be analyzed before use. The amount of computation in the processing phase is huge On the other hand, the lack of coherence in the spatial structure of different floors will also bring into question the structural reliability between floors.

因此,如何確保建築物的建造過程中,完全依照原始設計藍圖施工,並且可以被清楚確認及記錄查驗,最好是能在更經濟且合宜的成本情況下,準確地監督所有施工過程,就是本發明所要解決的問題。 Therefore, how to ensure that the construction of the building is carried out in full accordance with the original design blueprint, and that it can be clearly confirmed and recorded for inspection. It is best to accurately supervise all construction processes at a more economical and reasonable cost. This is the question. The problem to be solved by the invention.

基於以上原因,本發明的一目的是提供一種建築物智慧視覺履歷紀錄方法,讓多樓層建築物的所有重要建築過程逐一被詳實紀錄,隨時可供查核校對。 Based on the above reasons, one purpose of the present invention is to provide a smart visual history recording method for buildings, so that all important construction processes of multi-story buildings can be recorded in detail one by one, and can be checked and verified at any time.

本發明的另一目的是提供一種建築物智慧視覺履歷紀錄方法,讓多樓層建築物中各層的特徵結構和上下樓層間的相互對應關係可以跨樓層被檢核,確保整體建築物的跨樓層對位。 Another object of the present invention is to provide a building intelligent visual history recording method, so that the characteristic structure of each floor in a multi-story building and the mutual correspondence between the upper and lower floors can be checked across floors to ensure the cross-floor correspondence of the entire building. Bit.

本發明的再一目的是提供一種建築物智慧視覺履歷紀錄方法,讓多樓層建築物中各層的特徵結構的建築過程可以相對該樓層中的樓層基準點被準確核對,確保特徵結構定位的位置正確。 Another object of the present invention is to provide a building intelligent visual history recording method, so that the construction process of the characteristic structure of each floor in a multi-story building can be accurately checked relative to the floor reference point in the floor, ensuring that the position of the characteristic structure is correct. .

本發明的又一目的是提供一種建築物智慧視覺履歷紀錄系統,在多樓層建築物的建築過程中逐層定位和紀錄,並且達成跨層的對位,使得建築物的各樓層所有特徵結構的位置都可被定位查核。 Another object of the present invention is to provide an intelligent visual history recording system for buildings, which can locate and record layer by layer during the construction process of multi-story buildings, and achieve cross-layer alignment, so that all characteristic structures of each floor of the building can be accurately recorded. The location can be checked by location.

本發明的又另一目的是提供一種建築物智慧視覺履歷紀錄系統,讓多樓層建築物的各樓層建築過程都可以被完整定位和紀錄。 Yet another object of the present invention is to provide a building intelligent visual history recording system so that the construction process of each floor of a multi-story building can be completely positioned and recorded.

為達上述目的,本發明提供一種建築物智慧視覺履歷紀錄方 法,供以一建築物智慧視覺履歷紀錄系統,依照一預定藍圖資料在一預定位置建築完成一對應的多層的建築物,該多層建築包括最下方的一基礎層及複數高於前述基礎層的高層,其中前述預定位置更包括有至少一固定參考點,及至少複數前述高層分別具有複數樓層基準點及複數特徵結構,該建築物智慧視覺履歷紀錄方法包括下列步驟:步驟a)以一儲存單元儲存一藍圖資料,並依據該藍圖資料標定上述固定參考點;步驟b)以至少一支撐架設單元將至少一影像擷取單元設置在相對應於上述固定參考點之至少一原始定位點,並測量前述原始定位點相對於前述固定參考點的位置,作為一原始定位點資料輸出至一處理單元或上述儲存單元;步驟c)由上述影像擷取單元以前述固定參考點為標準,對前述基礎層的前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一前述基礎層建築的影像資料至上述處理單元或上述儲存單元;以及由上述處理單元依照上述原始定位點資料及上述影像資料,比對確認上述各特徵結構的建築過程是否符合上述藍圖資料;步驟d)在上述基礎層完成前,定義一高層的上述樓層基準點;步驟e)移動上述支撐架設單元將上述影像擷取單元設置在上述高層的至少一新增定位點,並測量前述新增定位點相對於前述樓層基準點的位置,作為一新增定位點資料輸出至上述處理單元或上述儲存單元;步驟f)由上述影像擷取單元以前述樓層基準點為標準,對前述高層的前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一對應前述高層建築的影像資料至上述處理單元或上述儲存單元;以及由上述處理單元依照上述新增定位點資料及上述影像資料,比對確認上述各特徵結構的建築過程是否符合上述藍圖資 料;以及步驟g)反覆在每一前述高層完成前,建立更高之一高層的上述樓層基準點,並重複上述步驟e)及f)直到上述藍圖資料中的一最高樓層完工。 In order to achieve the above objectives, the present invention provides a method for recording intelligent visual history of buildings. The method provides a building intelligent visual history recording system to construct a corresponding multi-story building at a predetermined location according to a predetermined blueprint data. The multi-story building includes a base layer at the bottom and a plurality of layers higher than the aforementioned base layer. A high-rise building, in which the aforementioned predetermined position further includes at least one fixed reference point, and at least a plurality of the aforementioned high-rise buildings respectively have a plurality of floor reference points and a plurality of characteristic structures. The building smart visual history recording method includes the following steps: Step a) using a storage unit Store a blueprint data, and calibrate the above-mentioned fixed reference point based on the blueprint data; step b) use at least one support erection unit to set at least one image capture unit at at least one original positioning point corresponding to the above-mentioned fixed reference point, and measure The position of the aforementioned original positioning point relative to the aforementioned fixed reference point is output as an original positioning point data to a processing unit or the above-mentioned storage unit; Step c) The aforementioned image capture unit uses the aforementioned fixed reference point as a standard to obtain the aforementioned base layer The construction process of the aforementioned characteristic structure performs an image capture and positioning operation, and outputs an image data of the aforementioned base layer building to the above-mentioned processing unit or the above-mentioned storage unit; and the above-mentioned processing unit based on the above-mentioned original positioning point data and the above-mentioned image data, Compare and confirm whether the construction process of each of the above-mentioned characteristic structures conforms to the above-mentioned blueprint data; step d) before the above-mentioned foundation layer is completed, define the above-mentioned floor reference point of a high-rise building; step e) move the above-mentioned support erection unit and set the above-mentioned image capture unit At least one new anchor point on the above-mentioned high-rise building, and measure the position of the aforementioned new anchor point relative to the aforementioned floor reference point, and output it as a newly added anchor point data to the above-mentioned processing unit or the above-mentioned storage unit; step f) from the above-mentioned image The acquisition unit uses the above-mentioned floor reference point as a standard to perform an image capture and positioning operation on the construction process of the above-mentioned characteristic structure of the above-mentioned high-rise building, and outputs an image data corresponding to the above-mentioned high-rise building to the above-mentioned processing unit or the above-mentioned storage unit; and The above-mentioned processing unit compares and confirms whether the construction process of each of the above-mentioned characteristic structures conforms to the above-mentioned blueprint information based on the above-mentioned newly added positioning point data and the above-mentioned image data. materials; and step g) repeatedly before each of the above-mentioned high-rise floors is completed, establish the above-mentioned floor reference point of a higher floor, and repeat the above steps e) and f) until the highest floor in the above-mentioned blueprint data is completed.

對應於上述方法,本發明的建築物智慧視覺履歷紀錄系統,是供依照一預定藍圖資料在一預定位置建築完成一對應的多層的建築物,該多層建築包括最下方的一基礎層及複數高於前述基礎層的高層,其中前述預定位置更包括有至少一固定參考點,以及至少複數前述高層分別具有複數樓層基準點及複數特徵結構,包括:一儲存單元,用以儲存上述藍圖資料;至少一影像擷取單元,與該儲存單元訊號連接,且前述影像擷取單元係被設置於相對於前述固定參考點的一原始定位點;其中,前述影像擷取單元參照前述固定參考點或前述樓層基準點對於前述基礎層或高層的至少前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一影像資料;至少一支撐架設單元,供將上述影像擷取單元設置於上述多層的建築物的前述基礎層或上述高層之一,且當前數影像擷取單元是被由上述原始定位點移動離開至一新增定位點時,會將前述新增定位點相對於前述原始定位點、前述固定參考點、或前述樓層參考點的位置變換作為一新增定位點資料輸出;以及一處理單元,與該儲存單元及前述影像擷取單元訊號連接,供獲得一前述原始定位點資料,並接收前述影像資料及前述新增定位點資料,且藉由前述原始定位點資料和前述新增定位點資料,計算前述基礎層或高層的所有前述特徵結構的具體位置,並與前述藍圖資料進行比對。 Corresponding to the above method, the building smart visual history recording system of the present invention is used to construct a corresponding multi-story building at a predetermined location according to a predetermined blueprint data. The multi-story building includes a base layer at the bottom and multiple heights. In the upper floors of the aforementioned base layer, the aforementioned predetermined position further includes at least one fixed reference point, and at least a plurality of the aforementioned upper floors respectively have a plurality of floor reference points and a plurality of characteristic structures, including: a storage unit for storing the above blueprint data; at least An image capturing unit is connected with the storage unit via a signal, and the aforementioned image capturing unit is set at an original positioning point relative to the aforementioned fixed reference point; wherein the aforementioned image capturing unit refers to the aforementioned fixed reference point or the aforementioned floor The reference point performs an image capture and positioning operation on the construction process of at least the above-mentioned characteristic structure of the aforementioned base layer or high-rise building, and outputs an image data; at least one support erection unit is used to install the above-mentioned image capture unit in the above-mentioned multi-story building. The aforementioned base layer or one of the aforementioned high-level layers, and when the current image capture unit is moved from the aforementioned original anchor point to a new anchor point, the aforementioned newly added anchor point will be relative to the aforementioned original anchor point, the aforementioned fixed The reference point, or the position change of the aforementioned floor reference point is output as a new anchor point data; and a processing unit is connected to the storage unit and the aforementioned image capture unit signally for obtaining the aforementioned original anchor point data and receiving the aforementioned The image data and the aforementioned newly added anchor point data are used to calculate the specific positions of all the aforementioned feature structures of the aforementioned base layer or high-level layer through the aforementioned original anchor point data and the aforementioned newly added anchor point data, and compare them with the aforementioned blueprint data.

藉由本發明上述的方法和系統,在多樓層建築物的建築過程中,是從基礎樓層和外部的固定參考點定為絕對座標,並且選取一絕對原 點,再依預存的藍圖作為檢查標準,藉由影像擷取單元進行人工視覺處理,逐樓層將預先設定的特徵結構的建築位置和建築過程加以辨識和紀錄,因此每一樓層的特徵結構的位置和建築過程都可以隨時被查核;而且在每一樓層完工前,會先將更高一樓層的樓層基準點依照本樓層的座標定義清楚,使得上下樓層間的座標轉換可以精準且毫無障礙,由於目前的人工視覺已經可以達到公分等級,尤其要提升精密度時,還可以採用較多的攝影機或影像擷取位置彼此勾稽,使得任何誤差都可以被立即抓出來加以糾正。藉此,多樓層的建築物在建造過程中,所有值得關注的特徵結構無論是空間上的立體位置,或者是時間軸上的建築紀錄,都可以被完整且跨層的定位和紀錄,使得整棟建築物的建造履歷完備。 Through the above-mentioned method and system of the present invention, during the construction process of a multi-story building, absolute coordinates are determined from the base floor and external fixed reference points, and an absolute origin is selected. Then, based on the pre-stored blueprint as the inspection standard, the image capture unit performs artificial visual processing to identify and record the building position and construction process of the preset characteristic structure floor by floor. Therefore, the position of the characteristic structure on each floor is and the construction process can be checked at any time; and before each floor is completed, the floor reference point of the higher floor will be clearly defined according to the coordinates of this floor, so that the coordinate conversion between the upper and lower floors can be accurate and without obstacles. Since the current artificial vision can already reach centimeter level, especially when the precision is to be improved, more cameras or image capture positions can be used to coordinate with each other, so that any errors can be immediately caught and corrected. Through this, during the construction process of multi-story buildings, all the characteristic structures worthy of attention can be completely and cross-layered and recorded, whether it is the three-dimensional position in space or the architectural record on the timeline, so that the entire The building has a complete construction history.

本發明申請專利範圍標的之其它技術特徵及優點將描述於下文。本揭露所屬技術領域中具有通常知識者應瞭解,可輕易利用下文揭示之概念與特定實施例進行修改或設計其它結構或製程而實現與本揭露相同之目的。本揭露所屬技術領域中具有通常知識者亦應瞭解,這類等效建構無法脫離後附之申請專利範圍所界定之本揭露的精神和範圍。 Other technical features and advantages that are the subject of the patent application scope of the present invention will be described below. It should be understood by those of ordinary skill in the art that the concepts and specific embodiments disclosed below can be easily used to modify or design other structures or processes to achieve the same purposes as those disclosed herein. Those with ordinary knowledge in the technical field to which the present disclosure belongs should also understand that such equivalent constructions cannot depart from the spirit and scope of the present disclosure as defined in the appended patent application scope.

1:基礎層 1: Base layer

10:固定參考點 10: Fixed reference point

11、12、11’、12’:原始定位點 11, 12, 11’, 12’: original positioning point

13:避震器 13:Shock absorber

14:紮筋 14: tie the tendons

15:地下室儲水槽 15:Basement water tank

2:高層 2:High level

20:樓層基準點 20: Floor reference point

21、22:新增定位點 21, 22: New anchor point

31~39、31’~39’:步驟 31~39, 31’~39’: steps

40、40’:處理單元 40, 40’: processing unit

42、42’:儲存單元 42, 42’: storage unit

44:影像擷取單元 44:Image capture unit

441、442、441’:攝影機 441, 442, 441’: Camera

45:無線通訊裝置 45:Wireless communication device

46’:支撐架設單元 46’: Support erection unit

461、462:腳架 461, 462: tripod

48:警示單元 48: Alert unit

9:房屋 9:House

90:牆壁 90:Wall

92:冷熱水管 92: Hot and cold water pipes

94:電路配管 94:Circuit piping

O:絕對座標原點、座標原點 O: Absolute coordinate origin, coordinate origin

圖1是一間房屋牆壁骨架和牆內配管的立體示意圖。 Figure 1 is a three-dimensional schematic diagram of the wall frame and wall piping of a house.

圖2是圖1房屋牆壁結構完成後的立體示意圖,說明牆內配管已經被遮蔽。 Figure 2 is a schematic three-dimensional view of the wall structure of the house in Figure 1 after completion, indicating that the pipes in the wall have been blocked.

圖3是本發明建築物智慧視覺履歷紀錄方法第一較佳實施例的流程圖。 Figure 3 is a flow chart of the first preferred embodiment of the building smart visual history recording method of the present invention.

圖4是本發明建築物智慧視覺履歷紀錄系統第一較佳實施例的方塊圖。 Figure 4 is a block diagram of the first preferred embodiment of the building smart visual history recording system of the present invention.

圖5至圖7是圖3實施例的運作過程示意圖,說明各步驟的運作模式。 5 to 7 are schematic diagrams of the operation process of the embodiment in FIG. 3 , illustrating the operation mode of each step.

圖8是本發明建築物智慧視覺履歷紀錄方法第二較佳實施例的流程圖。 Figure 8 is a flow chart of the second preferred embodiment of the building smart visual history recording method of the present invention.

圖9是本發明建築物智慧視覺履歷紀錄系統第二較佳實施例的方塊圖。 Figure 9 is a block diagram of the second preferred embodiment of the building smart visual history recording system of the present invention.

本案相關技術內容、特點及功效,於下述搭配參考圖式之較佳實施例的詳細說明,將可清晰呈現,各實施例中相同的元件將以相似之標號標示。 The relevant technical content, features and functions of this case will be clearly presented in the following detailed description of the preferred embodiment with reference to the drawings. The same components in each embodiment will be labeled with similar numbers.

本發明第一較佳實施例的建築物智慧視覺履歷紀錄方法的流程如圖3所示,請一併參照圖4的建築物智慧視覺履歷系統方塊圖,在開始建築前,預先在步驟31將一預定藍圖資料儲存於儲存單元42中,並在實際建築的位置對應於藍圖資料而標定至少一個固定參考點10,由於本例的建築物是例釋為多樓層鋼骨大樓,因此舉例以最低的地下樓層的其中一根鋼梁植入土地中的位置作為整體建築物的固定參考點,也就是整棟建築物的絕對座標原點O(0,0,0);隨後如圖5所示,在步驟32相對於座標原點O的多個位置分別架設多台攝影機作為影像擷取單元44,為簡化附圖,在此僅以兩台攝影機441、442為例,且分別運用兩組腳架461、462作為支撐架設單元,分別量測兩台攝影機441、442相對於座標原點O的相對位置作為原始定位點11、12,由於兩台攝影機各自的位置被確認,因此藉由絕對座標原點O和兩台攝影機的各自座標向量,可以完全確定一組坐標系,而且由於兩台攝影機還可以相互拍攝且量測角度,更可以獲得一組空間中的額外幾何條件,藉此確認前述原始定位點的定位是否準確,並且由儲存單元42紀錄各原始定位點資料。 The flow of the building smart visual history recording method according to the first preferred embodiment of the present invention is shown in Figure 3. Please refer to the block diagram of the building smart visual history system in Figure 4. Before starting construction, pre-set the building smart visual history record in step 31. A predetermined blueprint data is stored in the storage unit 42, and at least one fixed reference point 10 is calibrated corresponding to the blueprint data at the location of the actual building. Since the building in this example is a multi-story steel frame building, the minimum value is used as the example. The position of one of the steel beams on the underground floor implanted in the ground is used as the fixed reference point of the entire building, which is the absolute coordinate origin O(0,0,0) of the entire building; as shown in Figure 5 , in step 32, multiple cameras are set up as image capture units 44 at multiple positions relative to the coordinate origin O. To simplify the drawing, only two cameras 441 and 442 are used as an example, and two sets of legs are used respectively. Frames 461 and 462 are used as support erection units to respectively measure the relative positions of the two cameras 441 and 442 relative to the coordinate origin O as the original positioning points 11 and 12. Since the respective positions of the two cameras are confirmed, the absolute coordinates The origin O and the respective coordinate vectors of the two cameras can completely determine a set of coordinate systems, and since the two cameras can also shoot each other and measure angles, a set of additional geometric conditions in the space can be obtained, thereby confirming the above Whether the positioning of the original positioning point is accurate, and the storage unit 42 records the data of each original positioning point.

當兩台攝影機被定位後,由各自的原始定位點11、12參照固 定參考點為標準,在步驟33開始依照圖6所示,記錄所有特別重要的結構物的建築過程,在此定義這些重要結構物為特徵結構,如避震器13、地板的紮筋14、地下室儲水槽15等,並且在拍攝時也藉由例如無線通訊裝置45將攝影機441、442所拍攝的影像轉換為影像資料的電訊號傳輸至處理單元40並儲存至儲存單元42,由於原始定位點11、12的位置為已知,所有上述特徵結構的個別位置將可以被準確計算,其誤差最多僅公分等級,就可以由處理單元40逐步和儲存單元42中的藍圖資料進行比對;尤其當攝影機數目增加時,精密度還可以更進一步提升。 After the two cameras are positioned, their respective original positioning points 11 and 12 are referenced to the fixed Set the reference point as the standard. In step 33, record the construction process of all particularly important structures as shown in Figure 6. Here, define these important structures as characteristic structures, such as shock absorbers 13, floor reinforcements 14, The basement water tank 15, etc., and when shooting, the images captured by the cameras 441 and 442 are also converted into electrical signals of image data through, for example, the wireless communication device 45 and transmitted to the processing unit 40 and stored in the storage unit 42. Since the original positioning point Since the positions of 11 and 12 are known, the individual positions of all the above-mentioned characteristic structures can be accurately calculated, with an error of only centimeters at most, and can be gradually compared with the blueprint data in the storage unit 42 by the processing unit 40; especially when As the number of cameras increases, the precision can be further improved.

即使初步比對在此僅舉例為位置比對,但熟悉本技術領域人士可以輕易理解,只要提升解析度和人工視覺的分析能力,同樣可以將例如紮筋的紮數、灌漿的平整度都列入分析比對。在步驟34中,當上述比對結果與藍圖資料不符,將在一預設時間內,以例如無線通訊的警示單元48,警示通知需要承擔責任的建築師或專業技師,讓他們從遠端重播紀錄的影像,確認此誤差是否在一個可接受的範圍,並且立即簽注意見而被記錄。 Even though the preliminary comparison is only a position comparison here, people familiar with the technical field can easily understand that as long as the resolution and artificial visual analysis capabilities are improved, the number of tie bars and the flatness of grouting can also be listed. Enter analysis and comparison. In step 34, when the above comparison result is inconsistent with the blueprint data, a warning will be used within a preset time, such as a wireless communication warning unit 48, to notify the responsible architect or professional technician and allow them to replay it remotely. Record the image to confirm whether the error is within an acceptable range, and immediately sign the comments and record them.

當最低的基礎層1即將被建設完成,此時攝影機441、442將會被移動至更高一層,而在移動前,會預先在步驟35選定高層2的樓層基準點20,例如是上述座標原點O上方若干公尺的鋼梁的某螺栓位置;隨後如圖7在步驟36將攝影機441、442隨腳架461、462移動到上一樓層的新增定位點21、22,此時新增定位點可以藉由樓層基準點20而加以定位。當然,如果是基礎層1尚未封頂時,還可以藉由例如下方的座標原點O或其他特徵結構位置而校準,即使移動攝影機是發生在基礎層1封頂以後,也可以藉由設定 多個樓層基準點而達成精密定位各新增定位點21、22的設定,並且測量新增定位點相對於樓層基準點的位置,作為新增定位點資料而輸出至處理單元40或儲存單元42。 When the construction of the lowest base layer 1 is about to be completed, the cameras 441 and 442 will be moved to a higher level. Before moving, the floor reference point 20 of the high-rise layer 2 will be selected in step 35, for example, the coordinate origin mentioned above. A certain bolt position of the steel beam a few meters above point O; then in step 36 as shown in Figure 7, the cameras 441 and 442 are moved with the tripods 461 and 462 to the new positioning points 21 and 22 on the previous floor. At this time, a new positioning point is added. The anchor point can be positioned by the floor reference point 20. Of course, if the base layer 1 has not yet been capped, it can also be calibrated by, for example, the coordinate origin O below or the position of other feature structures. Even if the camera movement occurs after the base layer 1 is capped, it can also be calibrated by setting Multiple floor reference points are used to achieve precise positioning of each new positioning point 21, 22, and the position of the new positioning point relative to the floor reference point is measured and output to the processing unit 40 or storage unit 42 as the new positioning point data. .

步驟37時,同樣由攝影機441、442以樓層基準點20為標準,對高層2的特徵結構的建築過程進行一影像擷取定位操作,並且把拍攝的影像同樣傳換成影像資料,藉由無線通訊裝置45輸出此高層2的影像資料至處理單元40或儲存單元42;以及以同樣由處理單元40依照新增定位點資料和高層2的影像資料,比對確認高層2當中的各特徵結構的建築過程和位置是否符合儲存單元42中預存的藍圖資料。 In step 37, the cameras 441 and 442 also use the floor reference point 20 as a standard to perform an image capture and positioning operation on the construction process of the characteristic structure of the high-rise 2, and the captured images are also transmitted into image data through wireless The communication device 45 outputs the image data of the high-level layer 2 to the processing unit 40 or the storage unit 42; and the processing unit 40 also compares and confirms the characteristics of each characteristic structure in the high-level layer 2 according to the newly added anchor point data and the image data of the high-level layer 2. Whether the construction process and location comply with the blueprint data pre-stored in the storage unit 42 .

如果發現上述比對結果與藍圖資料不符,在步驟38中,同樣會在一預設時間內,以例如無線通訊,警示通知需要承擔責任的建築師或專業技師加以處理。而在步驟39,將反覆上述定義更高的高層中的樓層基準點和搬動攝影機進行記錄等步驟,直到整棟建築物已經達成藍圖資料中的最高樓層完工。 If it is found that the above comparison result is inconsistent with the blueprint data, in step 38, a warning will also be sent within a preset time, such as wireless communication, to notify the responsible architect or professional technician to handle it. In step 39, the above-mentioned steps of defining the floor reference point in a higher high-rise and moving the camera to record will be repeated until the entire building has reached the completion of the highest floor in the blueprint data.

由於無論是骨架、水管、電線、泥作等,在施作過程中,所有的特徵結構的定位與建造都被攝影機拍攝,並經由人工視覺和處理單元即時核對藍圖資料確認,即使在建築物完成後,也有錄影的影像資料隨時可供查閱,加上在建築過程中的所有超過範圍誤差都能即時通知建築師或專業技師,因此責任歸屬相當明確,建築物的施工精準度也可完整驗證。尤其考慮當施工的時間橫跨數個月甚至數年,每一天的工作時間結束後,施工者可以輕易將上述攝影機帶走,第二日施工前再架設回去,而兩天之 間只有在第二天起始開機時需要進行一次空間座標校對,就可以輕易把前一日的紀錄資料和後一日的施工過程之間的座標完全精準補償,整體的資料處理和運算量可以大幅降低,完全符合實際操作的經濟效益。 Since the positioning and construction of all characteristic structures, whether it is skeletons, water pipes, wires, mudwork, etc., are captured by cameras during the construction process, and are verified by artificial vision and processing units to instantly check the blueprint data, even after the building is completed Finally, video data is also available for review at any time. In addition, architects or professional technicians can be notified immediately of any errors that exceed the range during the construction process. Therefore, the attribution of responsibilities is quite clear, and the construction accuracy of the building can also be completely verified. Especially considering that when the construction time spans several months or even years, the constructor can easily take the above-mentioned camera away after each working day and set it back up before construction on the next day. Only a spatial coordinate calibration is needed when starting the next day. The coordinates between the recorded data of the previous day and the construction process of the next day can be easily and accurately compensated. The overall data processing and calculation workload can be reduced. Significantly reduced, fully in line with the economic benefits of actual operation.

當然,上述實施例只是用來說明本發明的實施,例如攝影機的數目、架設支撐單元是否為腳架等等敘述,並不是用以限制本發明的範圍。如圖8和圖9,本發明的第二較佳實施例所示,當建築物的結構相對簡單時,也未必需要多具攝影機,而可以單獨採用一台攝影機441’,甚至藉由無人機作為支撐架設單元46’,也就是當建築物在建造過程中,其餘步驟31’、32’、34’至36’、38’和39’都相當於前一實施例,僅步驟33’和37’是由無人機不斷在例如預定的第一影像擷取位置、以及相異於第一影像擷取位置11’的預定第二影像擷取位置之間移動,進行建築過程的錄影,並將影像資料傳輸給處理單元40’或儲存單元42’,且由處理單元40’進行分析比對,同樣能達成本發明精準判別所有特徵結構位置、即時警示、事後易於查核、以及可以跨樓層對位等功效。 Of course, the above embodiments are only used to illustrate the implementation of the present invention, such as the number of cameras, whether the erection support unit is a tripod, etc., and are not intended to limit the scope of the present invention. As shown in Figure 8 and Figure 9, the second preferred embodiment of the present invention shows that when the structure of the building is relatively simple, multiple cameras are not necessarily needed, but a single camera 441' can be used, or even a drone can be used As the support erection unit 46', that is, when the building is in the construction process, the remaining steps 31', 32', 34' to 36', 38' and 39' are equivalent to the previous embodiment, only steps 33' and 37 'The drone continuously moves between, for example, a predetermined first image capture position and a predetermined second image capture position that is different from the first image capture position 11' to record the construction process and combine the images. The data is transmitted to the processing unit 40' or the storage unit 42', and is analyzed and compared by the processing unit 40'. This invention can also achieve accurate identification of the position of all characteristic structures, real-time warning, easy verification afterwards, and cross-floor alignment, etc. effect.

即使是利用無人機或軌道進行移動,但由於本發明是以數個特定的影像擷取位置作為拍攝的參考位置,在移動過程中並不進行記錄與補償,所以可以大幅節約不必要的運算量,只要在每一次移動完成後,從當下的拍攝記錄位置和整體座標進行一次校準補償,就可以把此一位置所記錄的影像資料加入可比對連結的系統資料中。 Even if drones or tracks are used for movement, since the present invention uses several specific image capture positions as reference positions for shooting, and does not record or compensate during the movement, unnecessary calculations can be greatly saved. , as long as a calibration compensation is performed from the current shooting recording position and the overall coordinates after each movement is completed, the image data recorded at this position can be added to the system data that can be compared and linked.

當然,更進一步,如果所要建造的是如同巨蛋棒球場的巨型建築物,即使未必區分實際樓層,但由於高度及隔間等需求,也可以在各 隔間的建造過程中,跨隔間相互定位、比對及記錄,而在中央的蛋體結構等建築過程中,即使沒有逐步封頂,還是可以採用本發明依序逐步架高及比對紀錄方式,也仍應被認為是在本發明的申請專利範圍之中。 Of course, going further, if you want to build a giant building like a dome baseball stadium, even if the actual floors may not be distinguished, due to height and partition requirements, it can be divided into different floors. During the construction process of the compartments, the cross-compartments are positioned, compared and recorded with each other. During the construction process of the central egg structure, etc., even if there is no gradual capping, the present invention can still be used to gradually elevate and compare the records in sequence. , should still be considered to be within the patentable scope of the present invention.

雖然本發明以上述較佳實施例進行解釋,但是這並不構成對本發明的限制。應說明的是,本發明的實際涵蓋範圍係由下列的申請專利範圍所界定,本領域的技術人員根據本發明的思想能夠構造出很多其他類似實施例,這些均在本發明的保護範圍之中。 Although the present invention is explained with the above preferred embodiments, this does not constitute a limitation on the present invention. It should be noted that the actual coverage scope of the present invention is defined by the following patent application scope. Those skilled in the art can construct many other similar embodiments based on the ideas of the present invention, and these are all within the protection scope of the present invention. .

31~39:流程圖 31~39:Flowchart

Claims (7)

一種建築物智慧視覺履歷紀錄方法,係供以一建築物智慧視覺履歷紀錄系統,依照一預定藍圖資料在一預定位置建築完成一對應的多層的建築物,該多層建築包括最下方的一基礎層及複數高於前述基礎層的高層,其中前述預定位置更包括有至少一固定參考點,以及至少複數前述高層分別具有複數樓層基準點及複數特徵結構,其中,上述特徵結構之至少一者是被設置於牆壁或地板內,該建築物智慧視覺履歷紀錄方法包括下列步驟;步驟a)以一儲存單元儲存一藍圖資料,並依據該藍圖資料標定上述固定參考點;步驟b)以至少一支撐架設單元將至少一影像擷取單元設置在相對應於上述固定參考點之至少一原始定位點,並測量前述原始定位點相對於前述固定參考點的位置,作為一原始定位點資料輸出至一處理單元或上述儲存單元;步驟c)由上述影像擷取單元以前述固定參考點為標準,對前述基礎層的前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一前述基礎層建築的影像資料至上述處理單元或上述儲存單元;以及由上述處理單元依照上述原始定位點資料及上述影像資料,比對確認上述各特徵結構的建築過程是否符合上述藍圖資料;步驟d)在上述基礎層完成前,定義一高層的上述樓層基準點;步驟e)移動上述支撐架設單元將上述影像擷取單元設置在上述高層的至少一新增定位點,並測量前述新增定位點相對於前述樓層基準點的 位置,作為一新增定位點資料輸出至上述處理單元或上述儲存單元;步驟f)由上述影像擷取單元以前述樓層基準點為標準,對前述高層的前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一對應前述高層建築的影像資料至上述處理單元或上述儲存單元;以及由上述處理單元依照上述新增定位點資料及上述影像資料,比對確認上述各特徵結構的建築過程是否符合上述藍圖資料;以及步驟g)反覆在每一前述高層完成前,建立更高之一高層的上述樓層基準點,並重複上述步驟e)及f)直到上述藍圖資料中的一最高樓層完工。 A building smart visual history recording method provides a building smart visual history recording system to construct a corresponding multi-story building at a predetermined location according to a predetermined blueprint data. The multi-story building includes a base layer at the bottom. and a plurality of high-rise buildings higher than the aforementioned base layer, wherein the aforementioned predetermined position further includes at least one fixed reference point, and at least a plurality of the aforementioned high-rise buildings respectively have a plurality of floor reference points and a plurality of characteristic structures, wherein at least one of the above-mentioned characteristic structures is Set up in the wall or floor, the building smart visual history recording method includes the following steps: Step a) Store a blueprint data in a storage unit, and calibrate the above-mentioned fixed reference point based on the blueprint data; Step b) Erect with at least one support The unit sets at least one image capturing unit at at least one original positioning point corresponding to the fixed reference point, and measures the position of the original positioning point relative to the fixed reference point, and outputs it to a processing unit as an original positioning point data. Or the above-mentioned storage unit; step c) using the above-mentioned fixed reference point as a standard, the above-mentioned image capture unit performs an image capture and positioning operation on the construction process of the aforementioned characteristic structure of the aforementioned base layer, and outputs an image of the aforementioned base layer building data to the above-mentioned processing unit or the above-mentioned storage unit; and the above-mentioned processing unit compares and confirms whether the construction process of each of the above-mentioned characteristic structures conforms to the above-mentioned blueprint data according to the above-mentioned original positioning point data and the above-mentioned image data; step d) is completed at the above-mentioned base layer Before, define the above-mentioned floor reference point of a high-rise building; step e) move the above-mentioned support erection unit, set the above-mentioned image capture unit at at least one new positioning point of the above-mentioned high-rise building, and measure the aforementioned new positioning point relative to the aforementioned floor reference point. of The position is output to the above-mentioned processing unit or the above-mentioned storage unit as a newly added anchor point data; step f) uses the above-mentioned image capture unit to use the above-mentioned floor reference point as a standard to capture the construction process of the above-mentioned characteristic structure of the above-mentioned high-rise building. Perform a positioning operation and output a pair of image data corresponding to the aforementioned high-rise building to the above-mentioned processing unit or the above-mentioned storage unit; and the above-mentioned processing unit compares and confirms the construction process of each of the above-mentioned characteristic structures according to the above-mentioned newly added positioning point data and the above-mentioned image data. Whether it complies with the above blueprint information; and step g) repeatedly establishes the above-mentioned floor reference point of a higher level before the completion of each of the above-mentioned high-rise floors, and repeats the above steps e) and f) until the highest floor in the above-mentioned blueprint information is completed. . 如請求項1所述之建築物智慧視覺履歷紀錄方法,其中,在上述步驟c)或步驟f)中,若該比對的結果是與上述藍圖資料不符時,更包括在一預設時間內警示通知一使用者的步驟h)。 The building smart visual history recording method as described in claim 1, wherein in the above step c) or step f), if the comparison result is inconsistent with the above blueprint data, a preset time is further included Step h) of alert notification to a user. 如請求項2所述之建築物智慧視覺履歷紀錄方法,其中,上述影像擷取單元係為單一攝影機,且在前述步驟c)和f),分別由上述支撐架設單元將該攝影機在一第一影像擷取影像位置以及至少一相異於前述第一影像擷取位置的第二影像擷取位置之間移動,藉此對上述特徵結構的的建築過程擷取複數不同視角的上述影像資料。 The method for recording smart visual history of buildings as described in claim 2, wherein the above-mentioned image capturing unit is a single camera, and in the aforementioned steps c) and f), the camera is mounted by the above-mentioned support erection unit to a first The image capturing position is moved between the image capturing position and at least one second image capturing position that is different from the first image capturing position, thereby capturing the above image data from a plurality of different perspectives of the construction process of the above characteristic structure. 一種建築物智慧視覺履歷紀錄系統,供依照一預定藍圖資料在一預定位置建築完成一對應的多層的建築物,該多層建築包括最下方的一基礎層及複數高於前述基礎層的高層,其中前述預定位置更包括有至少一固定參考點,以及至少複數前述高層分別具有複數樓層基準點及複數特徵結構,包括: 一儲存單元,用以儲存上述藍圖資料;至少一影像擷取單元,與該儲存單元訊號連接,且前述影像擷取單元係被設置於相對於前述固定參考點的一原始定位點;其中,前述影像擷取單元參照前述固定參考點或前述樓層基準點對於前述基礎層或高層的至少前述特徵結構的建築過程進行一影像擷取定位操作,並輸出一影像資料;至少一支撐架設單元,供將上述影像擷取單元設置於上述多層的建築物的前述基礎層或上述高層之一,且當前數影像擷取單元是被由上述原始定位點移動離開至一新增定位點時,會將前述新增定位點相對於前述原始定位點、前述固定參考點、或前述樓層基準點的位置變換作為一新增定位點資料輸出;以及一處理單元,與該儲存單元及前述影像擷取單元訊號連接,供獲得一前述原始定位點資料,並接收前述影像資料及前述新增定位點資料,且藉由前述原始定位點資料和前述新增定位點資料,計算前述基礎層或高層的所有前述特徵結構的具體位置,並與前述藍圖資料進行比對,其中,上述特徵結構之至少一者是被設置於牆壁或地板內。 A building intelligent visual history recording system for constructing a corresponding multi-story building at a predetermined location according to a predetermined blueprint data. The multi-story building includes a base layer at the bottom and a plurality of upper floors higher than the aforementioned base layer, wherein The aforementioned predetermined position further includes at least one fixed reference point, and at least a plurality of the aforementioned high-rise buildings respectively have a plurality of floor reference points and a plurality of characteristic structures, including: A storage unit for storing the above-mentioned blueprint data; at least one image capture unit, signal-connected to the storage unit, and the above-mentioned image capture unit is set at an original positioning point relative to the above-mentioned fixed reference point; wherein, the above-mentioned The image capture unit performs an image capture and positioning operation on the construction process of at least the aforementioned characteristic structure of the aforementioned base layer or high-rise with reference to the aforementioned fixed reference point or the aforementioned floor datum point, and outputs an image data; at least one support erection unit is provided for The above-mentioned image capture unit is installed on the aforementioned base layer or one of the above-mentioned upper floors of the above-mentioned multi-story building, and when the previous image capture unit is moved away from the above-mentioned original positioning point to a new positioning point, the above-mentioned new positioning point will be moved. The position transformation of the added position relative to the aforementioned original positioning point, the aforementioned fixed reference point, or the aforementioned floor reference point is output as a newly added positioning point data; and a processing unit is connected with the signal to the storage unit and the aforementioned image capture unit, To obtain the aforementioned original anchor point data, receive the aforementioned image data and the aforementioned newly added anchor point data, and calculate all the aforementioned characteristic structures of the aforementioned base layer or high layer through the aforementioned original anchor point data and the aforementioned newly added anchor point data. The specific location is compared with the aforementioned blueprint information, wherein at least one of the above-mentioned characteristic structures is arranged in the wall or the floor. 如請求項4所述之建築物智慧視覺履歷紀錄系統,其中,前述影像擷取單元係為單一攝影機,且在前述基礎層或前述高層的任一單一樓層的建築過程中,由上述支撐架設單元將該攝影機在一第一影像擷取影像位置以及至少一相異於前述第一影像擷取位置的第二影像擷取位置之間移動。 The building intelligent visual history recording system as described in claim 4, wherein the aforementioned image capture unit is a single camera, and during the construction process of the aforementioned base layer or any single floor of the aforementioned high-rise building, the unit is erected by the aforementioned support The camera is moved between a first image capturing position and at least a second image capturing position different from the first image capturing position. 如請求項4所述之建築物智慧視覺履歷紀錄系統,其中,前述影像擷取單 元係複數彼此設置於相異影像擷取位置的攝影機。 The building smart visual history recording system as described in claim 4, wherein the aforementioned image capture order The element is a plurality of cameras arranged at different image capture positions. 如請求項4所述之建築物智慧視覺履歷紀錄系統,更包括一訊號連結於上述處理單元的警示單元,使得當上述處理單元將上述特徵結構的具體位置與上述藍圖資料比對發現錯誤時,受上述處理單元指令發出一警示。 The building smart visual history recording system as described in claim 4 further includes a warning unit connected by a signal to the above-mentioned processing unit, so that when the above-mentioned processing unit compares the specific position of the above-mentioned characteristic structure with the above-mentioned blueprint data and finds an error, An alert is issued upon instruction from the above processing unit.
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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW201028873A (en) * 2009-01-23 2010-08-01 Univ Nat Cheng Kung Digital Tng-Ko reconstruction device for wooden structure of Chinese traditional building
CN108009507A (en) * 2017-12-08 2018-05-08 杨川 Unmanned plane identifying system for the supervision of city illegal building
US20200374343A1 (en) * 2019-05-25 2020-11-26 International Business Machines Corporation Optimization of delivery of blocks
CN114357598A (en) * 2020-10-13 2022-04-15 Zillow公司 Automated tool for generating building mapping information

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
TW201028873A (en) * 2009-01-23 2010-08-01 Univ Nat Cheng Kung Digital Tng-Ko reconstruction device for wooden structure of Chinese traditional building
CN108009507A (en) * 2017-12-08 2018-05-08 杨川 Unmanned plane identifying system for the supervision of city illegal building
US20200374343A1 (en) * 2019-05-25 2020-11-26 International Business Machines Corporation Optimization of delivery of blocks
CN114357598A (en) * 2020-10-13 2022-04-15 Zillow公司 Automated tool for generating building mapping information

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