墙墩

基本解释 (translations)

piers

与墙墩相关的网络例句 [注：此内容来源于网络，仅供参考]

So a method that combining the model experiment and numerical computation are discussed in this paper. The flow-induced vibration response of the plane recumbent gate in ShangHai qingshui river is computed in this method, and the result is reasonable and credibility, this method can be extend to compute the other hydraulic structures like overfall dam, guide wall, gate pier and so on, which is under fluctuating pressure.

由此探讨了一种将水力模型试验跟数值计算相结合来计算闸门流激响应具体值的方法，并应用于上海清水河泵闸水下卧倒门的流激响应计算上，结果合理可靠，该方法可以推广应用于溢流坝面、导墙、闸墩等受水流脉动荷载作用的其它水工建筑物。

Bottom structure The plant structure includes lower volute, tail pipes and tail water pier wall structure.

下部结构厂房的下部结构包括蜗壳、尾水管和尾水墩墙等结构。

Through the comparative analysis of the earth pressure calculated by the different calculation methods, it is known that when the earth pressure behind the abutment of the integral abutment bridge under the action of rising temperatures is calculated, it is not proper to use the m method to calculate the resistance coefficients of the abutment back wall and column earth while the resistance coefficient of the abutment back wall earth can be calculated by the Broms method. It is proper that the resistance coefficients of the earth of the abutment and pier piles should be considered by the p-y curve.

通过对不同方法计算的台后土压力的对比分析，得知：在计算升温引起的整体式桥台桥梁台后土压力时，桥台背墙及台柱土的水平抗力系数计算采用m法是不适合的；桥台背墙后填土的水平抗力系数可采用Broms法计算；土对台桩及墩桩侧的水平抗力系数按p-y曲线来考虑是适合的。

The Broms method, m method and p-y curve method are respectively used to calculate the horizontal resistance coefficient of the filled earth behind the abutment back wall, the m method and p-y curve method are used to calculate the resistance coefficients of the earth around the abutment column and at the sides of the abutment and pier piles. The TDV software is used to simulate the restraint of the earth to the piles ends.

分别采用Broms法、m法及p-y曲线法计算桥台背墙后填土的水平抗力系数；采用m法及p-y曲线法计算台柱土的水平抗力系数和台桩、墩桩侧土的水平抗力系数；采用TDV软件模拟土对桩端的约束作用。

The final solution will be to set two current blocking piers of 10 m and 18.5 m high respectively at stake 20+151m and 20+300m on the scour-resistant wall and an apron of 200m wide and 50m long starting from the dam toe and close to the cofferdam.

试验结果表明：护坦减轻了下游纵向围堰左侧坝趾处的回流淘刷，隔流墩明显减轻了防冲墙附近河床的冲刷，确保了坝基和下游纵向围堰的安全。

1 Condenser on evaporative cooling hydro-generator (generator/motor) shall be collocated evenly on buttress pier of upper bracket or on concrete wall in generator turbine pit.

1 蒸发冷却水轮发电机的冷凝器尽量均匀的布置在上机架的支墩上或布置在发电机机坑内的混凝土墙壁上。

"Blue, grey tiles front row" axis; WaTou bent roofs arc, fold up with coarse material; embrace gently artful carving, unloading pier beam prototype wear dou hall houses; nanmu cypress wood carried high oil, only those not harmonious development; pane Windows core, landing screen door upon every can open; death coil Chuan g.

&黛瓦灰墙青砖地，前厅后堂轴线排；屋面弧弯瓦头翘，举折平缓用粗材；抱梁荷墩巧雕刻，堂屋穿斗厅屋抬；楠木柏木材质优，只油不漆色和谐；方格窗芯木柱础，落地屏门隔可开；柱头卷杀方木椽，仿木砖雕饰门外；门前石鼓八字墙，砖磨照壁显气派；封闭宁静遵定制，典雅朴素讲实在。&

For the structure that the side-frusta is also used as retain wall,considering the side frusta fastened on the weir body,the plane stress is calculated at first. Then the moments,horizontal shear force and vertical force on the bottom of the retain wall are applied as fixate,and stress distribution on the weir body are calculated piecewise.

对于边墩兼作挡上墙结构，通常是将边墩视为固端于岩体上，先进行下端为固端的挡墙平面受力计算，再将挡墙下部的弯矩、水平剪力和垂直力作为集中外荷载进行堰体的应力计算，堰体也只能分段进行片面受力计算。

Monitored on the spot, the deformation characters of these supporting constructions are studied. Campared the calculation translocatins with the monitored translocations, the thesis believes that the translocation can be calculated by the method of "m", when the supporting structures produce small information. The translocation can be calculated by the mothod of "rigid frusta" or "the experiential expressions of shanghai area", when the supporting structures such as cement-soil wall in soft soil area produce big information.

通过实测，研究了小直径双排桩、水泥土深搅桩、土钉墙、放坡开挖等支护类型的变形特性，并用实测位移值与不同位移计算方法得出的结果进行了比较，认为对变形较小的支护类型可以采用& m&法计算位移，而对于软土基坑中变形较大的支护结构重力墙不适宜采用&m&法，其计算可以采用和参照&刚性墩&法和&上海地区经验公式&法。

1 Laid on the observation points, the next gate in the first paragraph and the chamber are in side-dock-type pier and construction of a wide bottom seam laid 8 to each end of the settlement within 24 observation points nails; chamber 14 Fu wall segments are in lock wall at both ends of the floor laid four nails into account the settlement of 56 observation points; settlement nail making use of 40cmФ18 rebar welded copper top round hat hemisphere processed, buried, when coupled with oblique bars welded to the end of plate surface layer and vertical reinforcement, the top highlight the concrete surface, about 1.5 ~ 2.0cm in order to guarantee points are solid.

3.2.1观测点的布设上、下闸首及闸室坞式段均在边墩底板及施工宽缝的两端各布设8个沉降钉计24个观测点；闸室14节扶壁段均在闸墙底板两端各布设4个沉降钉计56个观测点；沉降钉的制作采用40cmФ18螺纹钢顶端焊接镀铜半球圆帽加工而成，埋设时配以斜筋焊接在底板面层及竖向钢筋上，顶端突出砼表面1.5～2.0cm左右，以保证点位稳固。

与墙墩相关的网络解释 [注：此内容来源于网络，仅供参考]

anchored bulkhead：锚定岸壁

anchorage pier 锚墩 | anchored bulkhead 锚定岸壁 | anchored sheet piling 锚定板桩墙

coping stone：盖顶石;墩台石

coping 盖顶(墙或栏);墙帽;栏顶 | coping stone 盖顶石;墩台石 | copper tube 铜管

Wall pellitory：墙草

wall pedestal fan 壁挂式牛角扇 | wall pellitory 墙草 | wall pier 墙墩

podium building：裙楼

pod 吊舱 | podium building 裙楼 | podium 墩座墙

cantilever retaining wall：悬臂式挡墙

支墩式挡墙buttress retaining wall | 悬臂式挡墙cantilever retaining wall | 锚杆档墙tiebak wall, anchored wall

podiumpodiums podia：墩座墙

podium 裙房 墩座 管足 | podiumpodiums podia 墩座墙 | podiums 裙房

abutment toe wall：岸墩背水面底部加围墙

abutment system 岸墩设施 | abutment toe wall 岸墩背水面底部加围墙 | abutment wall 桥台墙;拱座

through stone：系石,贯穿墙石

summer stone 墩帽石 | through stone 系石,贯穿墙石 | vein stone 脉石

summer stone：墩帽石

summer stone 墩帽石 | through stone 系石,贯穿墙石 | vein stone 脉石

Wall pellitory：墙草

wall pedestal fan ==> 壁挂式牛角扇 | wall pellitory ==> 墙草 | wall pier ==> 墙墩