施工基坑 的英文怎麼說
中文拼音 [shīgōngjīkēng]
施工基坑
英文
construction pit-
As the increase of domestic high - rise buildings, more and more deep foundation trench supporting constructions have come into existence. among the general geographical condition of the urban district in qingdao, most of regions, which mainly consist of strong de composed rocks, are in quite good condition. except for the sandy soil and oozy soil along sea sides. but the development of rock cracks and breaking zones and unstable lamprophyre still exist, so blasting is needed during constructions of foundation trench. blasting have bad influence on the stability of slopes. moreover. the slope - liding has happened for several times, so the engineering project of foundation trench attracts more attention of people
隨著國內高層建築的發展，深基坑支護工程越來越多，綜合青島市區的地質狀況，除海邊有砂性土及淤泥軟土外，大部分地域巖土條件相對較好，多以強風化巖為主，但巖石裂隙發育，間或有斷裂帶和穩定性極差的煌斑巖穿插其中，基坑施工時需要爆破施工，對邊坡的穩定造成了不利影響，加之連續出現的幾次滑坡失穩事件，基坑支護工程越來越引起了各方面的重視。This test is based on homogeneous soil in foundation, and divided into two phases. the first is to stimulate the construction flow to excavate the pit ; the second phase is destructive test. because the pit is stable in the first phase and the research is point to the geometry shape of the failure surface, moreover, limited to the test condition, the effective surface force is applied to the pit
此次模擬試驗主要是針對簡單均質的基坑土層進行研究，試驗分為兩個階段，第一階段主要是以相似工況模擬基坑開挖，第二階段主要是破壞性試驗，即由於在第一階段基坑在開挖范圍內能夠自穩，為使基坑達到破壞狀態以研究滑面幾何形態，限於試驗條件，採用「等代面力」的方式施加超載。Selected article of municipal engineering technic
污水處理廠泵站深基坑支護設計與施工On the basis of project of shensheng meili garden, this paper has provided an across - the - aboard analysis and study on deep excavation retaining from the aspects of reconnaissance, design, construction and monitoring
本文結合深圳美荔園建設項目，從勘測、設計、施工、監測等方面對該項目深基坑圍護工程進行了較為全面的分析和研究。Construction technology of north anchor foundation pit of runyang bridge
潤揚大橋北錨碇基坑施工技術" prestress anchor ribbed beam support system " is a new practical support technology which came from soil nailing walls system and un - embedded rank of piles with anchors support system that has been used successfully for 4 years by the author and his company named qingdao deep foundation stabilization engineering co., ltd. it " s mechanism is similar to rank of piles with anchors support system that can not be inserted into the bottom of foundation trench, but it " s ribbed beams are used to replace rank of piles made before excavation so the work cycle can be shortened and the support system cost can be reduced ; meanwhile this system maintains the soil nailing wall " s convenience of digging and supporting
「預應力錨桿肋梁支護技術」是筆者及所在單位歷時四年在土釘墻和無嵌入多錨排樁兩種支護體系基礎上開發應用成功的一種新型實用性支護技術。其支護機理類似於未嵌入坑底的排樁多錨支護，只是由肋梁代替了開挖前施工的排樁從而提前工期並降低支護造價；同時繼承了土釘墻隨挖隨支護的機動靈活性。自1998年至今該技術已在青島、濟南、煙臺等十幾個深基坑和高邊坡工程中成功應用。We can say that it can develop the usage of soil nailing wall fill the rank of piles disadvantage a bright future of developing and using. the development, application, advantage and disadvantage about the " prestress anchor ribbed beam support system " is introduced in chapter 1 : it " s supporting mechanism and structural feature is introduced and compared with the soil nailing walls and un - embedded rank of piles in chapter 2 ; design and computer steps and more details about the design methods of the support system are introduced in chapter 3 ; the two important parts named draperies and anchors are introduced on their construction technology in chapter 4 ; three foundation trenches " instances with different depth in different soil are showed in the last chapter 5
本文在第一章概論部分介紹了「預應力錨桿肋梁支護結構」的發展、應用和優缺點；第二章分析其支護機理、結構特點，並與土釘墻和無嵌入排樁多錨支護進行了結構受力對比分析；第三章介紹該支護結構的設計計算方法步驟，詳細介紹了支護結構各部分的設計方法；第四章介紹預應力錨桿肋梁支護系統最重要的兩個部分：帷幕和錨桿的施工技術；第五章介紹了不同土層不同深度的有代表性的三個基坑工程實例。Abstract : this paper introduces the scheme, deep cut of foundation pit to bury pipe, which is adopted for wenjiayan seawall in qiantang rever. compared with the scheme of withstanding pipe, this scheme has the advantage of saving investment, simple construction and time + - saving. it is convenient to check the anti - seep installation between water pipe and seawall
文摘:本文通過錢塘江聞家堰海塘深基坑開挖埋管，替代原設計頂管方案，具有工程投資省、施工簡單、工期短，且便於檢查取水管與海塘之間防滲措施The spatial mutual deformation back - analysis method brings an advanced solution for the analysis of the deep foundation pit stability and improves the level of construction informatization
這為分析判斷深基坑開挖過程中的穩定性提供了一種更為先進的方法，並且提高了深基坑信息化施工技術水平。The results and conclusions are helpful and valuable for the soil nailing bracing. in the case study of deep foundation pit of dalian zhongyin mansion, the discussions are emphasized on how to analyze and modify the previous design according to practical engineering geological conditions, periphery surroundings and the construction organization process and others. furthermore, optimization of bracing design for the project is done considering construction technology and urgent measures
綜合考慮實際地質條件、周邊環境約束條件、施工組織過程與程序等多方面，對原有支護設計方案進行了分析與修改，並進行了優化設計，其中考慮了施工工藝、應急處理措施等方面；並由此進一步表明了深基坑工程中動態設計與信息化施工的重要性。However, along with the increasing of construction quantity of the infrastructure of irrigation works, traffic, communication etc., newer and higher requirement of geotechnical anchoring are made in slope, major dam, bridge, tunnel, deep foundation ditch engineering and the construction engineering such as anti - capsize, anti - float, anti - slippage engineering of the buildings. for example, self - intension of rock and soil is required to exploit better ; carrying capacity of anchor increase according to anchoring length ; anchor should be sufficiently lasting and should not influence the exploitation of adjoining stratum
但另一方面，隨著我國水利、交通、通訊等基礎設施建設力度的加大，邊坡、大壩、橋梁、隧洞、深基坑以及建築結構物的抗傾倒、抗浮力、抗滑移等建設工程將對巖土錨固提出一些新的和更高的要求：如要求進一步調用巖土體的自身強度，錨桿應具有足夠的耐久性，錨桿的使用應不影響周邊地層的開發等。By direct shear for and normal triaxial shear tests of non - saturated desert sand, the parper studied the effect of water content and dry density on the strength of the non - saturated desert sand, and set up the code of this sand. based on the plane strain test of non - saturated desert sand slope, the paper analysed the destruction way of the excavaion side during the construction by means of adding water, and brough forward a formule that calculates the allowable of excavation and pile hole
通過非飽和沙漠砂直剪試驗和常規三軸剪切試驗，研究了含水量和干密度對非飽和砂強度的影響，建立了這種砂的強度準則。通過非飽和沙漠砂邊坡室內平面應變試驗，分析了沙漠井場浸法施工中就基坑壁的破壞方式，推導出了基坑和樁孔容許開挖深度的計算公式。Because of various foundation conditions and complicated entironment, some uncertain factors consist in the constructing of foundation pit, therefor it is difficult in establishing a suit of standard mode for the design and constructing of foundation pit project, or settling all potential movement in constructing of foundation pit project with a suit of narrow theory and calculatinal method
基坑工程面對各種各樣的地基土和復雜的環境條件進行施工作業，存在各種不確定因素，所以很難對基坑工程的設計與施工制定一套標準模式，或用一套嚴密的理論和計算方法，能夠把握施工中可能發生的各種變化。In the course of soft soil foundation ditch construction, according to the soil condition of main foundation ditch and characteristics of geology and geomorphology around in yaojiang lock, proper construction technology was adopted to achieve satisfactory construction effect with the least input
摘要介紹根據姚江船閘主體基坑的土質條件和周邊的地形、地貌特點，在軟土地基基坑施工過程中因地制宜採取相應的施工工藝，以盡可能少的施工投入取得滿意的施工效果。Concretely, for convenience, the heaved soils were excavated, and accordingly the character of soils in the bottom of foundation pit changed distinctly
目前為了施工方便而將基底回彈土體一併開挖從而使坑底土體的性狀發生較大的改變，並最終導致上述現象的發生。Pit - jacked pile is a new technique as building reinforces and it has some special advantages
坑式靜壓樁作為一種地基托換加固新技術，其施工方法具有獨特的優點。It is proposed that the 3d - coordinate method should be used as the solution to the problems caused by narrower construction sites where the traditional methods are not applicable
摘要針對施工場地狹窄，無法運用傳統方法進行變形觀測的情況下，對深基坑的變形觀測提出了三維坐標法。Base on the practices, it was concluded that the " time - space effects " excavation method combining with the ground reinforcement could be employed to control the deflection in deep foundation pits under the top - down construction condition, and consequently to protect the neighboring facilities
在工程實踐的基礎上提出結合坑內土體加固採用時空效應法的開挖技術是逆作開挖條件下控制深基坑卸載變形，保護周邊環境和設施的有效方法。A deep foundation pit engineering in shanghai is adopted as an example. the factors of design, construction and nature environment on effect of internal force and deformation for a retaining structure are studied in detail through the example. these factors include the rigidity of retaining wall, rigidity and site of support rod, space - time effect of pit excavation, water environment of foundation pit etc. some useful conclusions of controlling deformation of foundation pit are obtained through the study
以上海某深基坑為工程原型，利用有限元程序，詳細探討了支護墻剛度、支撐剛度及位置、基坑開挖的時空效應、基坑周圍水環境等設計、施工和自然環境因素對支護結構內力和變形的影響，提出了一些控制基坑變形的方法措施，為深基坑工程的設計和施工提供了依據。The whole procedure of construction, including foundation - pit excavation, the body construction and foundation - pit filling, was simulated and analyzed by using elastic - plastic fem procedure programmed by myself. and the laws of stress field and displacement field were obtained
本文通過研編彈塑性有限元程序，模擬並分析了涵洞施工全過程（包括：基坑開挖、涵洞主體施工、基坑及上覆土體回填）中計算域土體變形和應力的變化規律。分享友人