Myoenji Columbarium Furumori Koichi architectural design studio

2014-11-19 01:00
 © Shinkenchiku-sha
(三)新干线-沙
架构师提供的文本描述。这座建筑是福冈县的哥伦比亚博物馆。位于九州区的建筑师KoichiFurumori曾为几个寺庙项目工作过。
Text description provided by the architects. This building is a Columbarium in Fukuoka prefecture. Koichi Furumori, the architect based in Kyushu district, had been worked for several temple projects.
一般来说,哥伦布馆主要是在有限的时间内使用,例如在邦假期,游客在白天只停留很短的时间。
In general, Columbarium is mainly used during limited period such as during Bon vacation and visitors stay only short time during daytime hours. 
 © Shinkenchiku-sha
(三)新干线-沙
他专注于这些独特的建筑需求,并在设计中采纳了这些要求。在最初的设计阶段,他提出了没有设备,没有照明,甚至没有窗户的想法。
He focused on these unique building requirements and took them in the design. At the initial design stage, he comes up with the idea of building without equipments, lighting and even windows.
 © Shinkenchiku-sha
(三)新干线-沙
然后,他联系了ARUP,期望我们的多学科工程共同领导整体设计解决方案。内部空间具有独特而令人印象深刻的氛围,通过多桩格构木屋屋顶从天窗下射出的任意放置的木柱和阳光。
Then, he contacted ARUP with expectation of our multi-disciplinary engineering to lead holistic design solution together. With the random-placed timber column and sunlight which comes down from skylight through multiple-piled lattice timber roof, internal space has quite unique and impressive atmosphere.
 Floor Plan

                            
创新的能源独立设计,为日本公墓。九月份在福冈县建成了一个新的墓穴。东京办事处为这座334平方米的单层建筑提供了结构、MEP和外观工程服务。为了消除用电,Myoenji哥伦布馆有一个全玻璃天花板,允许充足的阳光透过一个木制的栅格百叶窗,而被动的安排保持房间的凉爽和舒适。
Innovative energy-independent design for a Japan columbarium. A new columbarium was completed in Fukuoka prefecture in September. The Tokyo office provided structural, MEP and façade engineering services for this 334m² single-story building. Designed to eliminate the use of electricity, the Myoenji Columbarium has a fully glazed ceiling allowing abundant sunlight through a wooden grid louver while a passive arrangement keeps the room cool and comfortable.
 © Shinkenchiku-sha
(三)新干线-沙
挑战是保持室温,同时通过玻璃屋顶直接采光。设计团队想出了四个堆放木百叶窗的想法,以便在房顶下有足够的空间,这样就可以通过交叉通风将捕获的热量清除,然后再辐射到房间里。百叶窗作为遮阳装置和结构支撑。完成后的测量显示出良好的性能,白天的勒克斯水平在800到1,300之间,当晴天的室外温度为32℃时,温度低于27℃。
The challenge was to maintain the room temperature while having directly daylighting through the glazed roof. The design team came up with the idea of four stacked timber louvers to allow adequate space under the roof so that the captured heat can be removed by cross ventilation before radiating into the room. The louver acts as both the shading device and the structural support. Measurements since completion show good performance with daytime lux levels between 800 and 1,300 and temperature below 27ºC when outside temperature on a sunny day was 32ºC
 
埋地周围约6m高的钢筋混凝土剪力墙(厚度400 mm)被层合格木屋盖覆盖。剪力墙由钢筋混凝土制成,混凝土表面暴露。
The burial space, surrounded by about 6m height RC shear walls (400mm thickness) is covered by laminated lattice timber roof. Shear walls are made by reinforcement concrete and concrete surface is exposed.
 © Shinkenchiku-sha
(三)新干线-沙
木材屋顶由四层组成。第一层(125毫米螺距)和第二层(125毫米螺距)的梁是装饰,因为它们是悬挂在第三层梁。第三层梁(2000 mm节距)最大跨度为5100 mm,其支座为随机布置的木桩(每个250 mm直径)。
The timber roof consists of four layers. Beams of the 1st layer (125mm pitch) and 2nd layer (125mm pitch) are decoration as they are suspended from the 3rd layer beams. The 3rd layer beams (2,000mm pitch) span 5,100mm maximum and they are supported by timber post located randomly(250mm diameter each) in the plan.
 
第四层梁的最大跨度为2000 mm,与第三层梁垂直。拉杆位于每2000毫米平行于第三层梁,以防止4楼梁的横向屈曲。张力棒也会支撑太阳辐射屏蔽板。
Maximum span of the 4th layer beams are 2,000mm perpendicular to the beam at 3rd layer. Tension rods are located every 2,000mm, parallel to 3rd layer beams, to prevent lateral buckling of the 4th floor beam. Tension rods will also support the solar radiation shield plates.
 © Shinkenchiku-sha
(三)新干线-沙
天窗和入口空间由钢框架组成。由于天窗的柱座放置在第4层光束上,因此无法预期柱底的固定结束条件。因此,柱基设计为销连接,柱头设计为刚性连接。为了减少现场工作负荷,尽量减少刚性连接的位置。
Skylight and Entrance space is consisted of steel frame.  Since the column base of the skylight is placed on the 4th layer beam, fix end condition of the column base cannot be expected. So column base is designed as pin connection, and column capital is designed as rigid connection. Considering to reduce the site work load, location of rigid connection was reduced as much as possible.
 © Shinkenchiku-sha
(三)新干线-沙
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
Architects Furumori Koichi architectural design studio
Location Iizuka, Fukuoka, Japan
Category Burial
Area 334.0 sqm
Project Year 2014
Photographs Shinkenchiku-sha

                    

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