Skyboat Lqahwa, Asqif n Tmuɣli sɣur Xin Yuan

Skyboat Lqahwa, Asqif n Tmuɣli sɣur Xin Yuan d anerbaz yettwaqadren meqqren n 2022 Tarbaḥt A' Design Award n Ddheb deg Taggayt n Tnaflit n Afeṣṣel n Tansekta, Lebni d Teɣssa.

DdhebTansekta· 2022

Skyboat Lqahwa, Asqif n Tmuɣli

sɣur Xin Yuan

Amsaɣ: XinY structural consultants

Anerbaz n Tarbaḥt A' Design Award n Ddheb deg Taggayt n Tansekta

32,882

Anerbaz n Urraz Yettwasenqden

Senqed Addad n Urraz i #137741

Rzu ɣer usmel Wali deg A' Design Award Tabḍert n tɣamsa Tanecḍa n wammud

Initen

Afeṣṣel

Ɣef Skyboat Lqahwa, Asqif n Tmuɣli

Skyboat d lebni n sin n leṭwabeq yersen nnig n yiwet n tesraft lqayen 613 n lmitrat di Leye, di Ccinwa. Tixxamin n usensu llant deg uswir n wakal, lqahwa deg uswir amezwaru, ma d asqif n tmuɣli yella ɣef ssqef. Asqif-a deg-s agens n djaj i ɣef zemren ad leḥḥun yemdanen, yesɛa 10 ɣef 12,5 n lmitrat. Lebni yezger abrid uḍyiq yellan ɣef yixef n tesraft, yerna yeffeɣ ɣer berra s 34 n lmitrat akked 22 n lmitrat ɣer yal tama n uɛrur n wedrar. Ammas n lmizan iddan d wakal yettaǧǧa lebni ad yeṭṭef iman-is di lmizan. Ttwasqedcen kan xemsa n yisebdaden, ayen yessenqasen lexsara i yemɣan n tmurt-nni.

Asmekti

Ɣef Tarbaḥt A' Design Award n Ddheb

Skyboat Lqahwa, Asqif n Tmuɣli d amerbaḥ n Tarbaḥt A' Design Award n Ddheb, tagmat tuffirt i yisnulfa n umezwaru yelhan s waṭas. Imerbaḥen n Ddheb d isnulfa d imaynuten d imeqqranen. Skyboat Lqahwa, Asqif n Tmuɣli ad d-yefk lqima ur nesɛi amgarad, ad yeǧǧ ddunit tennuɣ.

Deffir n ufeṣṣel

Tagrurt n tɣamsa

Ismawen n terbaɛt, iferdisen itiknikanen akked telɣut i d-yefka umeṣṣufeɣ.

Taɣara Tasuft: The structure cantilevers 36m over the 613m deep sinkhole. The top of the sinkhole is extremely narrow which can only accommodate a small passageway. Skyboat is proposed to span over the passageway and cantilever out to each side of the mountain ridge. Similar to the tumbler toys, it is proposed to lower the structure centre of gravity and utilize the minimum area (10metres by 30metres), in which way, the self-balance of the structure is therefore achieved.
Tigejdiwin & Akemmus: two-storey building consisting of hotel rooms at the ground floor, a café at the first floor and a roof viewing platform which contains a 10metre-by-12.5metre walk-on glass floor. The building comprises a construction area of 495m2 and covers a plan dimension of 10metres by 80metres. Both ends of the building cantilevers out by 34metres and 22metres respectively. The total steel weight used is 438 tonne.
Tibzimin: Skyboat, XinY, Glass floor, Cantilever, Leye, Dashiwei
Tasnakta n Ufares: There are only five supports proposed. This minimizes the damages to the local vegetation.

To protect the local plants and rivers, hanging falsework was used during the construction stage and to have the structural members installed by pieces.
Asewḥel n Usnulfu: The structure cantilevers 36m over the 613m deep sinkhole. The top of the sinkhole（the site）is extremely narrow which can only accommodate a small passageway.
A long crack at the site indicates the site is not stable. Apart from grouting the existing crack, it is also proposed to have the key struts at each ends of the building inclining towards the ridge, the horizontal component forces from which then provided the embracing forces to the ridge and hence improved the stability of the site.
Anadi: The structural system and component arrangements were adapted to the force distribution, perfectly aligned with the elegant architectural geometry.
By increasing the key strut lengths, the pre-cambering of the front cantilever structure is then achieved, which can compensate the deflections under the dead loads and some of the live loads. This also protects the glazings from large deformations.
Aseḥbiber: A big goose, a e tumbler toy.

The long crack at the top of the ridge indicates the site is not stable. Apart from grouting the existing crack, it is also proposed to have the key struts at each ends of the building inclining towards the ridge, the horizontal component forces from which then provided the embracing forces to the ridge and hence improved the stability of the site.
Tanzagt n Usenfar: The project started on 2018 in Leye China and finished on 2019.
Tanila n Umahil: Visitors can enjoy coffee in the beauty of nature, or they can walk on the glass floor above the 600-meter deep pit to experience the shock of their heartbeats.
Igmamen n Terbaɛt: Structural Engineers:XinY & Yuanlizhu
Client:Guangxi Leye DashiWei
Architect:Zhong Huaying Studio
Codesign:LiLi & Shanghai ZhongJian Architectural Design
Principal Contractor:China Railway 25th Group 6th Company
Imsuren n Tugniwin: Image#1: Photographer Li Jin, Yongheng,2019.
Image#2: Photographer Yongheng, Yongheng,2019.
Image#3: Photographer Yongheng, Yongheng,2019.
Image#4: Photographer Xin Yuan, XinY,2019.
Image#5: Photographer Yongheng, Yongheng,2019.
Video Credits: Yongheng