石方爆破 的英文怎麼說

中文拼音 [dànfāngbào]
石方爆破 英文
rock blasting
  • : 石量詞(容量單位, 十斗為一石) dan, a unit of dry measure for grain (= l00 sheng)
  • : Ⅰ名詞1 (方形; 方體) square 2 [數學] (乘方) involution; power 3 (方向) direction 4 (方面) ...
  • : 動詞1. (猛然破裂或迸出) explode; burst 2. (放在滾油里快炒) quick-fry
  • : Ⅰ動詞1 (完整的東西受到損傷) be broken; be damaged 2 (使損壞) break; break down; damage 3 (使...
  • 爆破 : blow up; blast; burst; demolish (by explosives); detonate; explode; dynamite
  1. There are certain difficulties in studying the failure process of frangible materials such as concrete, rock, etc which are caused by dynamic loads such as collision, earthquake, exploding, etc by those current exited numerical methods like finite element method etc. so in order to solve such a problem we should introduce certain new numerical analysis method

    現存的一些數值法如有限元法等在研究混凝土、巖等脆性材料在沖擊、、地震等動荷載作用下的壞過程問題中存在著一定的困難。因此,對於此類問題需要新的數值分析法。
  2. 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面的重視。
  3. According to many engineering blasting cases, in - depth analysis of underwater blasting mechanics, and discussion about the advantages of touch - ground charging for underwater rubble - mound foundation explosive compaction, it is proved that touch - ground charging method for explosive compaction results in good effect and is characterized by simple and feasible operation, and low cost, and thus well accepted by clients and construction units

    摘要通過大量的工程實例,深入的水下炸機理分析以及觸地布藥式在水下拋基床炸密實優越性的討論,充分表明採用觸地布藥式實施炸密實的效果良好,操作簡單可行,節約工程成本,並得到了業主、施工單位的肯定和好評。
  4. The mechanism and way of recover faced stone ' speriphery blasting

    飾面材開采周邊機理與
  5. Discussion on methods for evaluating influence of blasting on foundation rock and concrete

    對基礎巖影響檢查法的探索
  6. But as the scale of blasting engineering is bigger and bigger, and the frame structure of building more and more complex, the blasting accidents, such as non - dilapidation, inaccurate direction and people injury by flying objects are often happened in building demolition blasting in recent years all over the world, which indicates that the safety of demolition blasting must be researched in real earnest

    但隨著城市中用技術拆除的樓房越來越大型化、規模化和結構復雜,近年來國內外拆除事故時有發生,諸如后不倒、定向不準以及傷人事故頻頻報道,這為新世紀的拆除在安全、事故研究面提出了新課題。
  7. How to ensure the project implement safely and effectively, esp in the complicated condition of geology, the terrain and its features, is the key to restrict the project finishing successfully ; in this paper, the theoretic analyse and pratical study based on the extension of 309 country road ( from wuan to shexian in hebei province ), adopt the method of theoretical analyse, caculater and experiment, improve the controlling blasting skill and construction crafr of roadbed stonework, control the blasting harm effectively, accomplish the construction quickly and safely in normal conditions. the paper puts forward to the relative parameter applying to roadbed extension in beforecrack blasting, and raises the combination of beforecrack demolition and buffer demolition, which is the main way to conctrol the side - slope stable and taking shape. putting to use the achievement produces great social benifet and economic benefitjt has widely practical future

    特別是在復雜的地質,地形及地物條件下,如何保證工程的安全快速有效實施成為制約工程順利完成的關鍵。本文的理論分析和實踐研究以國道309河北武安至涉縣段改建工程為依託,採用理論分析計算與現場試驗相結合的法,研究並優化了路基控制技術與施工工藝,有效控制了危害,實現了保證現有公路正常運營條件下的快速安全施工,本文提出了在預裂中適合於路基擴塹工程的有關參數。同時提出了預裂與緩沖相結合是控制邊坡穩定和成形的主要途徑。
  8. Application of smooth blasting technology in excavating the diversion tunnel of a certain hydroelectric station

    大量石方爆破的震動監測及控制
  9. Application of deep - hole springing blasting technology in cutting excavation of zhonghe to haishiwan highway

    中深孔藥壺在忠和至海灣高速公路開挖中的應用
  10. This paper introduces the controlled blasting techinque for stonework and preventive technique for existing lines in construction of depressed roads extension of double line railway

    本文介紹了鐵路復線擴塹施工中的控制技術及對既有線的安全防護技術。
  11. Under this circumstance, the blasting design is reasonably made and the blasting construction is precisely organized as well, and then the better construction result is obtained at last

    根據實際情況,合理進行廠房邊坡石方爆破設計,精心組織施工,取得了較好的效果。
  12. Abstract : this paper introduces the controlled blasting techinque for stonework and preventive technique for existing lines in construction of depressed road ' s extension of double line railway

    文摘:本文介紹了鐵路復線擴塹施工中的控制技術及對既有線的安全防護技術。
  13. Article 47 no sand collection, stone query, earth digging or waste dumping, explosive operations and other activities that would threaten the safety of roads, road bridges, road tunnels and road ferries is allowed within the perimeter of 200 meters of large and medium - sized road bridges or ferries and within a perimeter of 100 meters above road tunnels or outside the mouths of road tunnels and within a certain distance on both sides of the roads

    第四十七條在大中型公路橋梁和渡口周圍二百米、公路隧道上和洞口外一百米范圍內,以及在公路兩側一定距離內,不得挖砂、採、取土、傾倒廢棄物,不得進行作業及其他危及公路、公路橋梁、公路隧道、公路渡口安全的活動。
  14. In order to solve the shortcoming of traditional explosion w ; dge - shaped excavation in da ' anshan mine, improve the rate of excavation and reduce the consumption of explosive materials, a series of excavation shapes are applied and experimented in the rock tunnel excavate

    針對大安山煤礦傳統的楔形掏槽式存在的弊端,本文提出在該礦進行新型掏槽實驗研究,用以增加巖巷道掘進效率和減少掘進材料消耗。
  15. The ground base of the newly added chute in 4 tailings reservoir at dexing copper mine is characterised by thick weathered layer, loose structure, fractured zone and landslip mass accumulation. as a result, the ground has a great subsidence and inefficient carrying capacity. in view of this, the grouting technology was adopted to reinforce the chute ground base. the on - site testing shows that the subsidence of the chute has been efficiently controlled and the carrying capacity of the ground base improved so that the stability requirement has been met

    潘洛鐵礦主要使用的采礦法是淺眼落礦的全面法和留礦全面法. 23礦體160m以上礦段上部為氧化礦和風化巖層,形成擠壓和鬆散巖覆蓋下的放礦條件.介紹了無底柱分段崩落法在該礦體開采中的應用.實際使用獲得的各項技術經濟指標還比較理想
  16. Zhejiang 8 amounting to tunnel engineering limited company is alley of well of bridge of road surface of channel of pilot a ship into a harbour of water and electricity of volume road tunnel, railroad channel, irrigation works, roadbed, mine, large cubic metro of earth and stone blow up the professional construction company that construction is an organic whole, have channel highway project to always contract two class aptitude

    浙江八達隧道工程有限公司是集公路隧道、鐵路隧道、水利水電引水隧道、路基路面橋梁、礦山井巷、大型土石方爆破施工為一體的專業施工企業,擁有隧道公路工程總承包貳級資質。
  17. When boulders in the vicinity of buildings are being blasted, the charge should be reduced to 0. 08kg/m3.

    在離建築物很近的地時,此裝藥量應減少到008公斤米3。
  18. ( 2 ) use finite element analytical method, go on and gather can powder bag invade and cut to blow up simulation number value calculate rock, analyse in conformity with development of reeb, propagate, decay course, can blow up and down base rock characteristic of the stress go on research gathering, have proved that can gathers the result of cutting the rock of powder bag

    ( 2 )運用有限元分析法,進行了聚能藥包侵切巖模擬數值計算,分析了應力波的發展、傳播、衰減過程,對聚能下基巖內部應力的特性進行了研究,驗證了聚能藥包切割巖的效果。
  19. When boulders in the vicinity of buildings are being blasted, the charge should be reduced to 0. 08kgm3

    在離建築物很近的地時,此裝藥量應減少到0 08公斤米3 。
  20. When boulders in the vicinity of buildings are being blasted, the charge should be reduced to 0. 08kg / m3

    在離建築物很近的地時,此裝藥量應減少到0 08公斤米3 。
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