拱面墻 的英文怎麼說

中文拼音 [gǒngmiàn]
拱面墻 英文
head wall
  • 拱 : Ⅰ動詞1 （兩手相合 臂的前部上舉） cup one hand in the other before the chest 2 （環繞） encircle; ...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 墻 : 名詞（磚、石等築成的屏障或外圍） wall
  1. And when the good fathers had reached the appointed place, the house of bernard kiernan and co, limited, 8, 9 and 10 little britain street, wholesale grocers, wine and brandy shippers, licensed for the sale of beer, wine and spirits for consumption on the premises, the celebrant blessed the house and censed the mullioned windows and the groynes and the vaults and the arrises and the capitals and the pediments and the cornices and the engrailed arches and the spires and the cupolas and sprinkled the lintels thereof with blessed water and prayed that god might bless that house as he had blessed the house of abraham and isaac and jacob and make the angels of his light to inhabit therein

    這幾位好神父抵達了指定地點，小布列顛街八九十號的伯納德基爾南股份有限公司的店堂這是食品雜貨批發商，葡萄酒和白蘭地裝運商特準在店內零售啤酒葡萄酒和烈酒。司儀神父祝福了店堂，焚香熏了那裝有直欞的窗戶交叉拱拱頂稜柱頭山墻上楣鋸狀拱門尖頂和圓頂閣，把聖水撒在過樑上，祈求天主祝福這座房舍，一如曾經祝福過亞伯拉罕以撒和雅各的房舍那樣，並且讓天主的光明天使們住在裏面。
  2. The introduction of a system of flying buttresses made possible the reduction of wall surfaces by relieving them of part of their structural function

    飛拱建築體系的引入，減輕了墻體的支撐功能，從而減小了墻面。
  3. It indicated the integrated characteristic and general regularity of part block. the instability ways of block were fall at vault and single or double side glide at nance and sidewall

    塊體可能的失穩方式主要為拱頂直接掉落、拱腰和邊墻部位出現單滑面或雙滑面滑動塊體。
  4. New developments in arched doorways and supports allowed for thinner outer walls and larger windows, including the famous rose windows on the cathedral ' s north, south, and west sides

    而拱形門道和支柱的嶄新設計，為較薄的外墻和較大的窗戶，包括教堂北、南、西三面著名的「薔薇花瓣小圓窗」的建造作了準備。
  5. Externally, the broad, smooth surfaces of stuccoed walls and the great unconcealed masses of vaults and domes pile up impressively

    外表上，寬闊的，平滑的粉刷墻表面和巨大的，公開的各個拱頂和圓屋頂堆積了令人難忘的回憶。
  6. What ’ s more, this paper takes the effect of crown wall rock and mid - board foundation reinforced parametric variation on tunnel structure stress and stability into account grounded on building typical section model of i wall - rock sector

    另外，本文還通過建立類圍巖地段隧道典型斷面模型，分別考慮拱頂圍巖和中墻地基加固參數的變化對隧道結構受力和穩定性的影響。
  7. This combination of influences is illustrated by the city ' s robust walls, archways and vaults, courtyards and open spaces, and the intricate baroque decoration of its facades

    城市靈動的城墻、拱門、拱形屋頂、院子、開闊的空間，以及建築正面復雜的巴洛克式裝飾，這些都表明了歐洲與本土風格的雙重影響。
  8. Roofing and wall cladding. fasteners. determination of the characteristic resitance of the assembly. test method to determine pull - out load of fasteners in crow or valley fixing out of their subconstruction

    屋面和墻壁覆面.緊固件.組件抗性測定.拱頂和屋面排水溝安裝的緊固件從基底拉出的拉拔負荷的測定試驗方法
  9. And the main contents of this dissertation are : ( 1 ) the engineering geological features of discontinuities in surrounding rock mass were analyzed on the basis of field geological survey and the preferred orientation of the main discontinuities were derived. then the displaceable blocks distributing on the roof and sidewalls of main chamber were searched out taking the intersecting relationship of discontinuities into consideration. then the failure mode and the coefficient of stability of the displaceable blocks were studied respectively

    主要內容包括：在野外地質調查基礎上，通過統計分析得到地下廠區結構面的優勢方位；對結構面工程地質特性進行了分析；根據結構面的空間組合關系，搜索出可能在主廠房洞室的頂拱和邊墻部位出露的塊體，並分析了各塊體的可能滑移方式及其穩定性系數。
  10. On the base of site monitoring on several multi - arch highway tunnels, this paper introduces some site monitoring methods about the force of reinforcing steel bar, the exterior and interior strain of concrete and the displacement of the wall, which aim at the monitoring of middle wall of multi - arch highway tunnel

    在多座連拱隧道現場監測工作的基礎上，文章主要介紹了主筋軸力量測、混凝土表面應變量測、混凝土內部應變量測，以及位移量測等針對連拱隧道中隔墻的現場監測方法，並結合中隔墻主筋軸力量剛，給出現場監測及分析實例。
  11. The granite walls overhang and bend forward above to meet one another, almost forming an arch

    花崗巖的墻伸出在上面向前彎曲相互銜接，幾乎形成一道拱門。
  12. With the help of this program, this paper does research on the moved backwards of the slide surface, lengthening the anchor section, the soil nail ' s total force, gets conclusion about relations between the soil nail ' s length and the slope ' s grade, height, soil ' s mechanical parameter ; relations between soil nail ' s total force and coulomb soil pressure. with the help of the large multiuse finite element program ansys, this paper analyzes the soil nailing in one - step ' s slopes, in two - steps " slopes, puts the emphasis on the axis force ' s distributing along the soil nail at each rows, the effect of both the excavating mode and the original slope figure to the axis force of the soil nail, the one another effect between the upper - step slope and the nether - step slope in the soil nail ' s axis force, gets conclusion about the design of soil nail at the first low, different slope body is the same with different excavating mode, the original slope figure has more effect to some than others because of the slope body, the reasonably design of the step width in two - steps slopes, the two - steps excavating and retaining has more virtue than the one - step ' s. through soil pressure analysis this paper does research on the differences and the links between the coulomb soil pressure theory and the rankin ' s, the vertical pressure at the slope surface when the slope surface is inclined and the retaining wall is rough, the soil pressure ' s distributing behind the panel, gets conclusion about the effect of both the slope body inner stability and the slope surface local stability to the soil pressure

    通過分析比較，論證了對數螺旋線型比圓弧形作為邊坡的假設滑裂面具有較多的工程優點，並為此編制了一個採用極限平衡法分析土釘支護的fortran語言程序，以此作工具對滑裂面的后移、土釘錨固段的超長、土釘總力的大小等方面作了研究，得出了有關土釘的長度與邊坡的坡角、坡高、土體力學參數的關系、土釘總力與庫侖土壓力間的關系等結論；採用大型通用有限元數值分析程序ansys分別對採用土釘支護的一階邊坡、二階邊坡進行分析，重點是研究各排土釘的軸力分佈規律、開挖方式及原始邊坡形態對土釘的軸力的影響、上下階邊坡在土釘軸力方面的相互作用，得出了有關第一排土釘的設計問題、不同類型的土體應適用於特定的開挖方式、原始開挖出的邊坡形態對一些類型坡體的邊坡土釘支護有較大的影響而對另外一些影響不大、二階邊坡臺階寬度的合理確定、二階開挖及支護比一階時具有較多的工程優點等結論；通過土壓力分析對朗肯、庫侖兩種經典土壓力理論的區別與聯系、坡面傾斜及墻背有摩擦時的坡面豎向應力分佈、面板背土壓力的分佈形態作了研究，得出了邊坡支擋土壓力受坡體內部穩定與坡面局部穩定兩個方面的影響、土釘支護面板背土體中卸荷拱的存在對面板受力有利等結論。
  13. The construction of the multiple - arch tunnel is deeply related to the form of center partition, the tunnel ' s section and excavation method etc. the change regularities of stress field caused by excavation are studied by 4 multiple - arch unlined tunnel model tests. the difference in lining for various multiple - arch sections is analyzed and the mechanics characteristics of center partition is discussed. then, a reasonable construction method for multiple - arch tunnel and a better section are put forward

    通過4個連拱模型試驗，研究了連拱毛洞開挖引起的應力場變化規律，對不同的連拱斷面的襯砌受力差異進行了深入的分析，同時對中隔墻的受力特點也作了探討，提出了合理的連拱隧道構築方法及優化斷面圖。
  14. Roofing and wall cladding - determination of the characteristic resistance of the assembly - test method to determine pull - out load of fasteners in crown or valley fixing out of their subconstruction

    屋頂和墻面覆蓋層.耐安裝特性的測定.固定在拱頂或屋谷下層結構之外的緊固件的拉出力測定的試驗方法
  15. Pierre knew well that great room, divided by columns and an arch, and carpeted with persian rugs

    這個大房間皮埃爾瞭若指掌，幾根圓柱和一道拱門把它隔開來了，四面墻上掛滿了波斯壁毯。
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