项目用地位于美丽的三亚湾一线海景中心地段，地处滨海大道和机场路交界处。项目坐北朝南，南望三亚湾大海。共有1,160套全海景豪华客房及22栋别墅。

一、主要特点：

1、全海景房设计

独特的U型建筑布局，中间开口达170米，使得每间客房均有良好的海景。酒店客房全为海景房，房间布局上保证无论躺在床上还是坐在沙发上，都能享受辽阔无边的海景。

2、建筑的通风通透性

(1)所有客房均为单边开敞走廊，有很好的自然通风条件。

(2)垂直海面的建筑采用外廊加露天内庭院设计，建筑首层架空，大大增强了建筑的通风通透性。

3、震撼的观海效果

建筑设计上打破传统方式，将大堂通过地形处理，抬高一层，产生震撼的观海效果。

二、难点：

(1)整个建筑平面布局较不规则且长度超长，为了变成规则结构且满足混凝土结构伸缩缝间距的要求，各区域之间设置变形缝，由复杂的不规则结构变成了较规则的独立结构单元，模型独立计算。

(2)首层大堂处跨度22米，为节省空间，增加净高，采用了密肋梁结构，梁截面300x1,100mm，间距1,000mm，此梁在满足整体计算模型的情况下，并对其挠度裂缝进行了变形验算。

The site is located at the center of the first line sea view of the beautiful Sanya Bay, at the crossing of Binhai Avenue and Airport Road. The Project is arranged in the south-north direction, facing the sea of Sanya Bay, and consists of 1,160 full sea view luxury rooms and 22 villas.

A. Main characteristics

1. Full sea view room design

The unique U-shaped building layout is adopted, with an opening up to 170m in the middle, allowing every room to have the excellent sea view. All the rooms are sea view rooms, and arranged in such a way to allow you to see the vast sea view whether lying in bed or sitting on the sofa.

2. Wind permeability

(1) All the rooms are arranged with the single side open corridor, with good natural ventilation conditions.

(2) The building vertical to the sea level is designed with the outside corridor plus the courtyard, and the first floor is elevated, to significantly increase the wind permeability of the building.

3. Astounding sea view effect

The architectural design broke through the conventional mode, with the lobby elevated by one floor through treatment of the landform.

B. Difficulties

(1) The overall layout of the building plane is very irregular and long, so expansion joints are arranged between the zones meeting the requirements for the spacing of expansion joints of concrete structure, to change the complicated irregular structure into the regular independent structural units, with the models calculated independently.

(2) The span of the first-floor lobby is 22m, so the dense ribbed beam is adopted to save the space and increase the net height, with the beam section of 300x1,100mm and the spacing of 1,000mm. The deformation is verified for the deflective crack while complying with the overall calculation model.