業(yè)主：青島港集團(tuán)

地點(diǎn)：青島市市北區(qū)膠州灣內(nèi)青島老港區(qū)6 號(hào)碼頭

用地面積：167 162平方米

建筑面積：59 920平方米

結(jié)構(gòu)形式：門(mén)式鋼架鋼構(gòu)

基本功能： 客運(yùn) 聯(lián)檢 辦公 商業(yè) 展覽

建筑/景觀/室內(nèi)設(shè)計(jì)：CCDI 悉地國(guó)際

設(shè)計(jì)/竣工：2013/2015年

Client: Qingdao Port Group

Location: Pier 6, Qingdao Old Port Area, Jiaozhou Bay, Shibei District, Qingdao, China

Site Area: 167,162 m2

Floor Area: 59,920 m2

Structural Form: Portal Frame Steel Structure

Function: Passenger Transport, Joint Inspection, Office, Commerce, Exhibition

Architectural/Landscape/InteriorDesign: CCDI

Design/Completion: 2013/2015

逆天看青島郵輪碼頭設(shè)計(jì)

考慮到青島的冬季盛行西北風(fēng)向，且場(chǎng)地南側(cè)港灣的景觀條件更為優(yōu)越，設(shè)計(jì)中在南向大跨鋼結(jié)構(gòu)下進(jìn)行了逐層退臺(tái)，形成主要的室外公共平臺(tái)；北立面則在三層設(shè)計(jì)有少量的室外觀海平臺(tái)，并且局部實(shí)現(xiàn)南北室外空間的相互貫通。這些平臺(tái)猶如船身的甲板，為人們提供了休憩活動(dòng)的場(chǎng)所。

三百米長(zhǎng)的平臺(tái)，通過(guò)南北方向上的寬度變化，加上起伏的平臺(tái)高度，被劃分成若干個(gè)不同的空間節(jié)點(diǎn)。每個(gè)空間節(jié)點(diǎn)都因不同的特色而具有辨識(shí)度，以免單一乏味。特別是展覽空間外的平臺(tái)節(jié)點(diǎn)，它結(jié)合了發(fā)布會(huì)和室外展覽的功能，變成多元的活力空間，是這個(gè)室外公共平臺(tái)序列的最高潮。

整個(gè)屋面由建筑造型劃分出“虛”“實(shí)”兩種界面。實(shí)界面的部分采用的是直立鎖邊金屬屋面，構(gòu)造從上至下依次為金屬板層、防水層、隔音層、保溫層、隔氣層、吊頂層。虛界面在南側(cè)的大跨空間統(tǒng)一為鏤空屋架，創(chuàng)造明亮的室外平臺(tái)空間。在北側(cè)一跨，虛界面為了減少太陽(yáng)直射光而增加了另一個(gè)虛實(shí)層次：條形實(shí)體間隔組成的虛界面。這種條形實(shí)體間隔的手法，同樣運(yùn)用在室內(nèi)采光頂，由條形實(shí)體間的玻璃頂作為主要采光面。室內(nèi)采光頂與坡屋頂造型結(jié)合后也為室內(nèi)創(chuàng)造出波浪形的光影效果。

Against the Sky On the Design of Qingdao Cruise Terminal

Given the northwest wind prevailing in winter of Qingdao and the superior landscape conditions of the harbor in the south of the cruise terminal, it was set back to form balcony under the south-facing largespan steel structure, forming the main outdoor public platform. While the north part is at the rare exterior three-story sea platforms that partially interconnects outdoor spaces between north and south. These platforms are like decks on the hull, providing places for people to relax.

The 300-meter-long platform was divided into several space joints through the change of width on the north and south and the fluctuant height of the platform. Each spatial joint can be recognized by virtue of its distinct characteristics, so as to avoid tediousness. In particular, the platform joint outside the exhibition space, which combines the functions of the press conference room and outdoor exhibitions, becoming a diverse and dynamic space, which is the most outstanding part of these outdoor public platforms.

The roof was divided into the "virtual" and "real" interfaces according to architectural modeling. The virtual part adopted the standing-seam metal roof, and there is the metal layer, waterproof course, soundproof course, heat insulation layer, vapor-proof course and ceiling course from top to bottom. The large-span space on the south of the virtual interface was unified into a hollow roof truss, creating a bright outdoor platform. Across the north, another "virtual" and "real" interfaces composed of strip-shaped entities was added in order to reduce direct sunlight. That method was also used in the indoor lighting roof, with the glass roof between the strip entities serving as the main lighting surface. The combination of the indoor lighting and the sloped roof also creates a wavy light and shadow effect for the interior.

采光頂?shù)臈l形實(shí)體采用與直立鎖邊板顏色接近的金屬鋁板材料。面板自重及外荷載通過(guò)面板依次傳至副框、梯形鋼龍骨支撐結(jié)構(gòu)，然后通過(guò)耳板支座傳至主體鋼結(jié)構(gòu)上。采光頂?shù)奶菪武擙埞侵谓Y(jié)構(gòu)長(zhǎng)度依次遞減，選用的Q235B 級(jí)方鋼通截面也依次減小。考慮到梯形鋼龍骨支撐結(jié)構(gòu)的大小和安裝位置與理論設(shè)計(jì)尺寸可能相差較多，并且采用的材料在溫度變化的情況下會(huì)產(chǎn)生較大溫度應(yīng)力，幕墻設(shè)計(jì)對(duì)面板與龍骨之間的連接、龍骨與主體鋼結(jié)構(gòu)的連接均采用了具有三維調(diào)節(jié)功能的節(jié)點(diǎn)構(gòu)造設(shè)計(jì)，確保應(yīng)力釋放和施工安裝的方便可靠。值得一提的是：在梯形鋼龍骨支撐結(jié)構(gòu)最上端耳板開(kāi)圓孔，下端耳板開(kāi)水平長(zhǎng)圓孔，自重和部分平面外的作用通過(guò)上端螺栓、節(jié)點(diǎn)板傳至主體鋼結(jié)構(gòu)，下部的連接螺栓和節(jié)點(diǎn)板只傳遞平面外作用力，保證了梯形鋼龍骨支撐結(jié)構(gòu)在長(zhǎng)度方向可以自由伸縮。

The bar-shaped entity of the lighting roof adopted aluminum material whose color is similar to that of the standing-seam plate. The dead weight and external load of the plate are transferred in turn to the subframe and supporting structure-trapezoidal steel keel through the aluminum plate. Then they are transferred to the main steel through the link bracket. The length of the trapezoidal plate of the lighting roof decreases sequentially, so did the section of the Q235B square steel. Given the following situations: one is that the real size and installation position of the trapezoidal steel keel may be quite different from the theoretical design size, the other is that the materials used will produce large temperature stress if temperature changes, the connection between the curtain wall and the keel, and that between the keel and main steel adopted the joint construction with three-dimensional adjustment function, ensuring the convenience and reliability of stress relief, construction and installation.Note that the upper end link of the trapezoidal steel keel is a round hole,while the lower link is a horizontal long hole. The dead weight and part of the out-of-plane effect are transmitted to the main steel through the upper end bolt and joint plate, and the lower bolts and joint plates only transmit out-of-plane acting forces, ensuring the flexible length of the trapezoidal steel keel.