查询词典 floor arch

Stone Arch, built gallery housing, a three-pavilion-style, the first level for pedestrian passage across the bridge, on the second floor like a small attic, was on the third floor of a square, the roof is above the middle of the gourd-shaped spire.

石拱桥，建廊屋，三馆风格，第一级为行人越过大桥，二楼像一个小阁楼，是三楼的一个广场，上面的屋顶是中间的葫芦形尖顶。

If too loose, floor contraction larger the cracks will appear, too tight, floor when inflated arch camber.

如果过松，地板收缩就会出现较大的缝隙，过紧，地板膨胀时就会起拱。

Curve of the floor because of its unique arch camber technology never, never broke through the solid wood floor deformation can not be hot to make this traditional thinking, so as to solve a worldwide problem.

曲线地板因其独特的技术永不起拱、永不变形突破了实木地板不可做地热这一传统的思想，从而解决了一个世界性的难题。

To prevent the keel without a dry wooden keel without a dry moisture content is usually around 25% of qualified wood flooring moisture content normally 12%, humidity worse than the General Assembly to make wooden floor rapid moisture absorption, causing the floor arch camber, burst finish .

防止龙骨未经干燥未经干燥的木龙骨含水率通常在25%左右，而合格的木地板含水率一般在12%，湿度差过大会使木地板快速吸潮，造成地板起拱、漆面爆裂。

As for the roof of the gym, constructors use two floor arch housings as the roof structure with 165 meters span from east to west, 105 from north to south and set supporting facilities at the same time.

场馆屋顶采用两片落地拱壳作为屋顶结构，东西跨度165米，南北跨度105米，同时设置配套设施。

The major content of this thesis are as follows:1 Performed FEM analysis before strengthening, and to find out the reason for the cracking and present a strengthening scheme;2 Performed nonlinear FEM analysis before and after strengthening, and to get the varying rule of the relative displacement between the on-site cast concrete side wall and that between the precast concrete arch and the floor, as well as the stress distribution of the gallery;3 Performed on-site observation experiments on the 7~th gallery, and to get the varying rule of the relative displacement between the on-site cast concrete side wall, as well as that between the precast concrete arch and the floor.4 The results of the computation were compared with those of experiments, which verified the effect of the strengthening.

本文的主要工作有： 1 对加固之前的廊道结构进行有限元计算，找出廊道底板开裂的原因，提出加固方案； 2 对加固前后廊道结构进行非线性有限元计算，得到加固前后廊道两现浇边墙相对位移、拱顶与底板相对位移随水库水位变化的规律和廊道结构的应力分布情况； 3 进行廊道加固前后现场观测试验，得到廊道两现浇边墙相对位移以及拱顶与底板相对位移随水库水位变化的规律； 4 对比分析加固前后现场观测试验与非线性有限元计算所得结果，论证加固方案的合理性，验证加固效果。

Control in 25 ％ normally without dry wooden keel moisture content, and eligible wooden floor moisture content is in commonly 12 ％, humidity has differred congress to make wooden floor sucks tide quickly, cause blowout of face of the arch since the floor, lacquer.

未经干燥的木龙骨含水率通常在25％左右，而合格的木地板含水率一般在12％，湿度差过大会使木地板快速吸潮，造成地板起拱、漆面爆裂。

Keel is not moistureproof: Be in normally without dry wooden keel moisture content 25% the left and right sides, and eligible wooden floor moisture content is in commonly 12%, humidity has differred congress to make wooden floor sucks tide quickly, cause blowout of face of the arch since the floor, lacquer.

龙骨未防潮：未经干燥的木龙骨含水率通常在25%左右，而合格的木地板含水率一般在12%，湿度差过大会使木地板快速吸潮，造成地板起拱、漆面爆裂。

The arch bending on the top of the original main arch ring corresponds to every arch rib and the bottom beam on its landscape orientation. As a result it becomes a down arc frame similar to slab-and-beam floor system. On the arch bending and bottom beam just established, standing pillar, main beam, horizontal rib beam and bridge front-panel would be built subsequently. Both ends of the main beam would then be put off the new hat beam made of reinforced concrete. Now, it becomes an upper slab-and-beam floor system. Two decks will be joined together on the middle of the bridge, which forms the ability of spanning and loading.

在原主拱圈拱肋相应位置处增设拱伏，横向增设底梁，形成一个下层弧形的类似肋梁楼盖的结构；在已浇筑好的拱伏与底梁上，继续现浇立柱、主梁和横向肋梁、桥面板，主梁的两端搁置在桥台处新增加的钢筋混凝土台帽梁上，形成一个上层肋梁楼盖结构，并且上下两层楼盖在桥梁跨中互为渗透结合成一个牢固的整体，共同完成了跨越和承载的能力。

In this dissertation, the arch bridge was discretized by the FEM according to its structural characteristics with the spatial beam element simulating the tied beams, end floor beams, middle floor beams, arch ribs and the like and with the spatial link element simulating the suspenders to erect the bridges spatial mechanical computational finite element model.

该拱桥的拱肋主要承受压力，弯矩较小；系杆梁虽然是一拉弯构件，但由于布置有多道预应力筋，截面全跨受压；吊杆张拉力比较均匀，且吊杆张拉力对桥面系的线形控制作用比较明显；桥梁各构件受力和变形均在桥梁设计规范规定范围之内，表明桥梁结构受力合理。

This paper discusses design and realizable methods of remote test output interface from logical design angle.

本文从逻辑设计的角度讨论遥测输出接口的设计及实现方法。

This also 星体投射plies to buildings, structures and geological features.

这也适用于建筑物和地质特征。