TWI632287B - Drilling device, method for making the same and method of providing a drill hole having a support pipe for use in a pipe umbrella - Google Patents

Drilling device, method for making the same and method of providing a drill hole having a support pipe for use in a pipe umbrella Download PDF

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TWI632287B
TWI632287B TW100125198A TW100125198A TWI632287B TW I632287 B TWI632287 B TW I632287B TW 100125198 A TW100125198 A TW 100125198A TW 100125198 A TW100125198 A TW 100125198A TW I632287 B TWI632287 B TW I632287B
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drilling
elements
drilling apparatus
impact
drill
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TW100125198A
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TW201219641A (en
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厄斯特 柏恩斯特納
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米諾瓦國際有限公司
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    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/04Driving tunnels or galleries through loose materials; Apparatus therefor not otherwise provided for
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/26Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers
    • E21B10/32Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools
    • E21B10/325Drill bits with leading portion, i.e. drill bits with a pilot cutter; Drill bits for enlarging the borehole, e.g. reamers with expansible cutting tools the cutter being shifted by a spring mechanism
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B10/00Drill bits
    • E21B10/64Drill bits characterised by the whole or part thereof being insertable into or removable from the borehole without withdrawing the drilling pipe
    • E21B10/66Drill bits characterised by the whole or part thereof being insertable into or removable from the borehole without withdrawing the drilling pipe the cutting element movable through the drilling pipe and laterally shiftable
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B7/00Special methods or apparatus for drilling
    • E21B7/20Driving or forcing casings or pipes into boreholes, e.g. sinking; Simultaneously drilling and casing boreholes

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • Environmental & Geological Engineering (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Mechanical Engineering (AREA)
  • Earth Drilling (AREA)

Abstract

本發明揭示一種適合於產生用於管棚技術之一支撐管加襯鑽孔之鑽孔裝置,其中該裝置包括:一本體(4);一先導鑽頭(2),其用於鑽一先導孔(35a);一或多個鑽孔元件(3),其等藉由鑽孔以施加具有一徑向分量(FGR)及一軸向分量(FGA)之一岩石鬆動力(FG、27)而徑向擴大該先導孔,其中該一或多個鑽孔元件係安裝在該本體上使得該一或多個鑽孔元件可自該本體延伸或縮回,且其中該一或多個鑽孔元件係經配置使得該岩石鬆動力之該徑向分量(FGR)防止該一或多個鑽孔元件在鑽孔期間縮回;其中該裝置一貫地獨立於岩石條件而操作且確保產生截面總是相同之膛孔35。The invention discloses a drilling device suitable for generating a support pipe lining drilling hole for a pipe shed technology, wherein the device comprises: a body (4); a pilot drill bit (2) for drilling a pilot hole (35a); one or more drilling elements (3) that are drilled to apply a rock mass (FG, 27) having a radial component (FGR) and an axial component (FGA) Radially expanding the pilot hole, wherein the one or more drilling elements are mounted on the body such that the one or more drilling elements can extend or retract from the body, and wherein the one or more drilling elements Configuring such that the radial component (FGR) of the rock loosening power prevents the one or more drilling elements from retracting during drilling; wherein the device is consistently operated independently of the rock conditions and ensures that the resulting section is always the same The pupil 35.

Description

鑽孔裝置及其製造方法,以及提供具有用在管棚中之支撐管之鑽孔之方法 Drilling device and method of manufacturing same, and method of providing a bore having a support tube for use in a tube shed

本發明係關於一種產生主要用於管棚技術之鑽孔裝置之方法、一種用於管棚(上盤)技術之用於製造管加襯鑽孔之鑽孔裝置及一種用一管棚支撐一上盤之方法。The present invention relates to a method for producing a drilling device mainly used for pipe shed technology, a drilling device for pipe lining drilling for pipe shed (upper plate) technology, and a support for a pipe shed The method of the market.

所謂之管棚技術尤其用在不穩定地面或岩石之隧道施工中,以確保安全及加快進程且大致上允許在此等地面中連續建造導坑或隧道。此外,管棚技術係用以提供一隧道截面,當穿過斷層帶時可使隧道截面保持足夠長之打通以插入最終隧道加襯。即使所製成之隧道僅具有一極小覆蓋度,通常亦只能選擇用管棚技術來操作。此處,鑽孔係以小間隔製成於暴露岩石區中且由一引入式支撐管穩固,使得混凝土或另一凝固構件可被帶入以在各別鑽孔周圍且因此在管棚中產生一負荷承載區,該管棚接著可被強化超過習知隧道襯層使得一適當穩固之截面係可取得。The so-called pipe shed technology is especially used in tunnel construction on unstable ground or rock to ensure safety and speed up the process and generally allows continuous construction of pilot pits or tunnels in such ground. In addition, the pipe shed technology is used to provide a tunnel section that, when passing through the fault zone, allows the tunnel section to remain open for a sufficient length to be inserted into the final tunnel lining. Even if the tunnel produced has only a very small coverage, it is usually only possible to operate with pipe shed technology. Here, the borehole is made in the exposed rock zone at small intervals and is stabilized by an incoming support tube so that concrete or another solidified component can be brought in around the respective borehole and thus in the pipe shed In a load carrying zone, the pipe shed can then be reinforced beyond conventional tunnel linings such that a suitably stable cross section is available.

已知用於產生由大量鑽孔組成之一管棚之各種鑽孔裝置。然而,基本上存在之問題為:由於必須插入支撐管,所以鑽頭必須具有超過外徑之一直徑。此係由具有損耗式(lost)環狀鑽頭之系統實現,其中一環狀鑽頭被分配至支撐管且在鑽孔已被完成之後保持在鑽孔中,同時芯鑽頭或先導(pilot)鑽頭連同鑽桿係再次通過支撐管而自鑽孔移除且可被重新使用。亦已知具有一損耗式實心鑽頭之一系統,其中藉由在鑽孔完成之後適當拆卸先導鑽頭,整個鑽頭保持在鑽孔中同時實際桿係通過支撐管而回收。最後,存在所謂之偏心鑽孔系統,其中一偏心擴孔鑽頭被指派給先導鑽頭,該先導鑽頭根據旋轉方向而允許產生一擴大鑽孔直徑或在鑽孔已被完成之後通過支撐管而撤回整個鑽孔裝置,其中偏心部件係沿相對方向而旋轉至一撤回位置中。最近系統之缺點在於必須給此偏心擴孔鑽頭提供一安裝襯套,而弱化實際鑽頭且此方法或此系統不允許攜載支撐管。必須根據岩石之狀況而分開地驅動支撐管,此會引起大量問題。Various drilling devices for producing a pipe shed composed of a large number of boreholes are known. However, there is basically a problem in that the drill must have a diameter exceeding one of the outer diameters since the support tube must be inserted. This is achieved by a system with a lost annular drill bit, wherein an annular drill bit is dispensed to the support tube and remains in the borehole after the borehole has been completed, while the core drill bit or the pilot drill bit is The drill string is again removed from the borehole through the support tube and can be reused. It is also known to have a system of a lossy solid drill bit in which the entire drill bit is held in the borehole while the actual rod is recovered through the support tube by properly disassembling the pilot bit after completion of the drilling. Finally, there is a so-called eccentric drilling system in which an eccentric reamer bit is assigned to a pilot bit which allows an enlarged bore diameter depending on the direction of rotation or withdraws the entire passage through the support tube after the bore has been completed A drilling apparatus wherein the eccentric members are rotated in opposite directions into a retracted position. A disadvantage of recent systems is that a mounting bushing must be provided to the eccentric reaming bit to weaken the actual bit and the method or system does not allow the carrying tube to be carried. The support tube must be driven separately depending on the condition of the rock, which causes a lot of problems.

更新近系統之缺點在於其等僅具有一個樞轉出元件(所謂之偏心拉刀)且由先導鑽頭、偏心拉刀及安裝襯套組成之整個鑽孔工具係沈重地組態且可能亦必須如此。因此,系統以一不均衡非圓形方式鑽孔。雖然在垂直鑽孔時系統之性能不會受損,但在水平或幾乎水平鑽孔時(如在管棚鑽孔時)性能嚴重受影響。為此,無法建立自(例如)EP 0 511 298 A1獲知之系統。自EP 0 563 561 A1獲知僅具有一鑽孔裝置(具有若干偏心件)之一類似系統。DE 22 38 598 4-24 A1描述一種鑽孔裝置及對應方法,其中一徑向可膨脹之搪孔鑽桿頭係用在鑽頭或先導鑽頭後面。此處不顧及支撐管亦未被自動牽引向前之事實,此類型之搪孔鑽桿頭之缺點在於其僅可用在軟性地面中。相反地,DE 10 2005 146 495 A1教示一種鑽孔裝置,其中與先導鑽頭相關聯之鑽孔元件係經組態以可摺疊使得當將鑽孔元件引入至藉由一衝擊配接器而攜入之支撐管中時其係沿鑽軸方向移動且因此可在鑽孔完成之後移入及恢復整個鑽孔裝置。當額外鑽孔元件自支撐管滑出時,其等係藉由一彈簧而抵靠鑽軸向外樞轉。鑽孔元件之路徑受到限制,因為其等承載在先導鑽頭之管狀軸部件之內側上且其等經調適之接觸面在其之等前後端處。由於此配置,所以在可樞轉鑽孔元件上之最外刨削元件之有效尖端處產生鑽孔裝置之一最大直徑,亦表示鑽孔處理期間待產生之鑽孔之直徑。在所述及所揭示之解決方案中,可樞轉鑽孔元件上之最外刨削元件之有效尖端之間之假想線與此等鑽孔元件之支撐線構成30°之一最大角。因此,當待穿過之地面之構造不同時,無法保證總是產生最大可能鑽孔直徑。然而,僅在一直徑恆定時,確保支撐管亦可總是被向後引入以產生所需鑽孔。以一類似方式產生排水孔及類似物。A disadvantage of the recent system is that it has only one pivoting element (so-called eccentric broach) and the entire drilling tool consisting of the pilot bit, the eccentric broach and the mounting bushing is heavily configured and may also have to be . Therefore, the system drills in an unbalanced, non-circular manner. Although the performance of the system is not impaired during vertical drilling, performance is severely affected when drilling horizontally or almost horizontally (such as when drilling a pipe shed). For this reason, it is not possible to establish a system known from, for example, EP 0 511 298 A1. A similar system with only one drilling device (with several eccentrics) is known from EP 0 563 561 A1. DE 22 38 598 4-24 A1 describes a drilling device and a corresponding method in which a radially expandable bore drill head is used behind a drill bit or a pilot bit. The disadvantage of this type of boring drill head is that it can only be used in soft floors, regardless of the fact that the support tube is not automatically pulled forward. In contrast, DE 10 2005 146 495 A1 teaches a drilling device in which the drilling element associated with the pilot bit is configured to be foldable such that when the drilling element is introduced into the body by means of an impact adapter When it is in the support tube, it moves in the direction of the drill shaft and thus can move in and recover the entire drilling device after the drilling is completed. When the additional drilling element slides out of the support tube, it is pivoted axially against the drill by a spring. The path of the drilling elements is limited because they are carried on the inside of the tubular shaft member of the pilot bit and their adapted contact faces are at their front and rear ends. Due to this configuration, the maximum diameter of one of the drilling devices is produced at the effective tip of the outermost planing element on the pivotable drilling element, also indicating the diameter of the bore to be produced during the drilling process. In the described and disclosed solution, the imaginary line between the effective tips of the outermost planing elements on the pivotable drilling elements and the support lines of the drilling elements form a maximum angle of 30°. Therefore, when the configuration of the ground to be passed is different, there is no guarantee that the maximum possible drilling diameter will always be produced. However, only when the diameter is constant, it is ensured that the support tube can also always be introduced backwards to create the desired bore. Drain holes and the like are produced in a similar manner.

因此,本發明之潛在目的為進一步發展具有先導鑽頭及可樞轉鑽孔元件之一鑽孔裝置使得即使岩層不適宜亦總是保證一恆定鑽孔直徑。Accordingly, a potential object of the present invention is to further develop a drilling apparatus having a pilot bit and a pivotable drilling element such that a constant bore diameter is always ensured even if the formation is unsuitable.

該目的係由根據本發明之方法實現,使得所得岩石鬆動力(FG)之徑向部分(FGR)係經調整以防止鑽孔元件在鑽孔操作期間沿鑽軸之方向反向樞轉。This object is achieved by the method according to the invention such that the radial portion (FGR) of the resulting rock loosening power (FG) is adjusted to prevent the drilling element from pivoting back in the direction of the drill shaft during the drilling operation.

當應用此一方法時,不管岩石條件如何,均確保孔之直徑可維持在恆定最大尺寸。以此方式,當鑽出此類孔時,總是保證可沿其引入或推出支撐管且不會發生堵塞或阻滯。當製造此類型之一鑽孔裝置時,經設計以樞轉之鑽孔元件係因此經組態使得主要力下之局部反向樞轉被完全防止。因此,作用在可樞轉鑽孔元件上之力總是具有使其維持在一「操作位置」中之效應。根據本發明之裝置亦具有其一貫地獨立於岩石條件而操作且確保產生截面大致相同或類似之膛孔之優點。When applying this method, it is ensured that the diameter of the hole can be maintained at a constant maximum size regardless of the rock conditions. In this way, when such a hole is drilled, it is always ensured that the support tube can be introduced or pushed out there without clogging or blocking. When manufacturing a drilling apparatus of this type, the drilling element designed to pivot is thus configured such that partial reverse pivoting under the primary force is completely prevented. Therefore, the force acting on the pivotable drilling element always has the effect of maintaining it in an "operating position". The device according to the invention also has the advantage of being consistently operated independently of the rock conditions and ensuring that pupils of substantially the same or similar cross-section are produced.

根據一實用實施例,係假定由鑽孔元件施加之岩石鬆動力(FG)之徑向部分(FGR)係經組態以小於軸向部分(FGA)。此可藉由適當定形及/或組態鑽孔元件而實現,此將在下文中加以解釋。在此情況中,解決先前技術之問題,因為鑽孔元件在鑽孔期間總保持有效(由於岩石鬆動力之對應分佈)。According to a practical embodiment, it is assumed that the radial portion (FGR) of the rock mass (FG) applied by the drilling element is configured to be smaller than the axial portion (FGA). This can be achieved by appropriately shaping and/or configuring the drilling elements, as will be explained below. In this case, the problems of the prior art are solved because the drilling elements remain always active during drilling (due to the corresponding distribution of rock loose power).

此外,應注意,根據目前最佳狀態,最大對應有效角為30°至32°。根據另一實施例,現藉由產生或組態鑽孔元件使得鑽孔元件之樞軸點與鑽孔元件之最外刨削元件之有效尖端之間之假想連接線/作用線與鑽軸之間之有效角α係經調整以等於或大於35°,而確保軸向鬆動力之所需調整。因此,各別鑽孔元件係經定形及組態使得所得有效角具有可鑽出具有恆定直徑之一鑽孔時所識別之大小。In addition, it should be noted that, according to the current optimum state, the maximum corresponding effective angle is 30° to 32°. According to another embodiment, the imaginary connection/action line and the drill axis between the pivot point of the drilling element and the effective tip of the outermost planing element of the drilling element are now produced or configured by the drilling element The effective angle α between them is adjusted to be equal to or greater than 35° to ensure the required adjustment of the axial loose power. Thus, the individual drilling elements are shaped and configured such that the resulting effective angle has a size that can be drilled when drilling one of the constant diameters.

就裝置而言,實現目的在於單件式或多件式鑽孔元件係經組態以可圍繞與鑽軸相隔一距離之一基點軸而樞轉且在於鑽孔元件之作用線與鑽軸之間之有效角大於所得岩石鬆動力相對於鑽軸而具有之角。若確保此角度比,則可用此類型之一鑽孔裝置來可靠操作,因為當岩石條件不適宜時,保證鑽孔元件或若干鑽孔元件無法自其等之最外位置移出,即使岩石之組成物、硬度等等變動。In the case of a device, the object is to provide a one-piece or multi-piece drilling element that is configured to pivot about a base point axis about a distance from the drill shaft and that lies in the action line and the drill shaft of the drilling element The effective angle between the two is greater than the angle of the resulting rock loose power relative to the drill shaft. If this angle ratio is ensured, one of the drilling devices of this type can be used for reliable operation, because when the rock conditions are not suitable, it is ensured that the drilling element or several drilling elements cannot be removed from the outermost position, even if the rock is composed. Changes in material, hardness, etc.

根據另一有用實施例,假定基點軸與最外刨削元件之有效尖端之間之假想線與鑽軸之間之有效角等於或大於35°。此角已證明足以實現潛在目的,因此當用該裝置鑽孔時確保一鑽孔直徑總是相同。若角大於35°(例如至多55°),則進一步確保此特性,其可具潛在有用性,因為在鑽孔操作過程中最外刨削元件之有效尖端(例如)可自然改變或其位置可自然改變。有效角之此位準將抵消此,且因此確保鑽孔總具有恆定直徑,即使在延伸鑽孔操作中。According to another useful embodiment, it is assumed that the effective angle between the imaginary line between the base point axis and the effective tip of the outermost planing element and the drill shaft is equal to or greater than 35°. This angle has proven to be sufficient for potential purposes, so ensure that the diameter of a borehole is always the same when drilling with this device. If the angle is greater than 35° (eg, up to 55°), this property is further ensured, which may be potentially useful, as the effective tip of the outermost planing element during the drilling operation may, for example, naturally change or its position may Change naturally. This level of effective angle will offset this and thus ensure that the borehole always has a constant diameter, even during extended drilling operations.

另一有用實施例假定作為基本鑽頭之先導鑽頭係藉由一螺紋連接而附接至與該基本鑽頭相關聯之一管狀基體,從而實現鑽孔元件沿鑽軸方向或沿其平行方向之位移。此允許自正面將所需鑽孔元件或甚至僅一單一鑽孔元件插入至該基體中。此使鑽孔元件不必自側面插入基本先導鑽頭之本體中,使得鑽孔元件可有利地具有迄今已具有之支撐以外之另一支撐。此外,整個鑽孔元件可有利地變短,使得可藉由此設計而容易地獲得約35°及以上之範圍中的有效角。Another useful embodiment assumes that the pilot bit as the basic bit is attached to one of the tubular bases associated with the base bit by a threaded connection to effect displacement of the drilling element in the direction of the drill axis or in parallel thereto. This allows the required drilling elements or even only a single drilling element to be inserted into the basic body from the front side. This eliminates the need for the drilling element to be inserted laterally into the body of the basic pilot bit so that the drilling element can advantageously have another support than has been supported to date. Furthermore, the entire drilling element can advantageously be shortened, so that an effective angle in the range of about 35° and above can be easily obtained by this design.

如已提及,由於鑽孔裝置之組態,所以鑽孔元件具有在周圍基體上之更多支撐。本發明額外地假定鑽孔元件具有側壁以實現基體之窗形孔隙中之側向支撐。因此,各別鑽孔元件可支撐在整個側壁上且無須昂貴特殊設計。As already mentioned, due to the configuration of the drilling device, the drilling element has more support on the surrounding substrate. The invention additionally assumes that the drilling element has side walls to achieve lateral support in the window-shaped aperture of the substrate. Thus, the individual drilling elements can be supported over the entire side wall without the need for expensive special designs.

根據一有利實施例,假定鑽孔元件可圍繞衝擊配接器上之一假想基點軸而樞轉。如已提及,鑽孔元件或若干鑽孔元件係通過基本鑽頭或先導鑽頭而自正面引入且通過窗口而適當定位,藉此其等不是可樞轉地配置在一實軸周圍,而是在假想基點軸周圍,其中衝擊配接器具有所需凹陷。因此,促進組裝且兼確保操作之模式,此係因為鑽孔元件不是圍繞一軸而旋轉,而是可實際上圍繞此基點軸而傾斜。衝擊配接器提供所需支承可能性。According to an advantageous embodiment, it is assumed that the drilling element can pivot about an imaginary base point axis on the impact adapter. As already mentioned, the drilling element or several drilling elements are introduced from the front by a basic drill bit or a pilot drill bit and are suitably positioned by the window, whereby they are not pivotally arranged around a solid axis, but instead Imagine around the base point axis where the impact adapter has the desired recess. Thus, the mode of facilitating assembly and ensuring operation is also achieved because the drilling element does not rotate about an axis, but can actually tilt about the base point axis. The impact adapter provides the required bearing possibilities.

此類型之鑽孔裝置具有為衝擊配接器所提供之一旋轉衝擊(rotary-percussive)動作。對於可有效傳送此等衝擊之衝擊配接器,且另一方面,對於吸收該等衝擊之鑽孔元件,係假定相對於鑽軸而徑向延伸之一衝擊肩部係形成於衝擊配接器,及管狀基體上且在鑽孔元件自身之相關聯後側上存在一對應支承面。此組態提供足夠大之表面,不包括延伸操作期間之變形,且如已提及,確保衝擊能量之可靠傳送。This type of drilling device has one of the rotary-percussive actions provided for the impact adapter. For an impact adapter that can effectively transmit such impacts, and on the other hand, for a drilling element that absorbs such impacts, it is assumed that one of the impact shoulders extending radially relative to the drill shaft is formed in the impact adapter And a corresponding bearing surface on the tubular base body and on the associated rear side of the drilling element itself. This configuration provides a sufficiently large surface that does not include deformation during extended operation and, as already mentioned, ensures reliable transmission of impact energy.

鑽孔元件必須抵抗一彈簧力而自其等之工作位置樞轉,藉此根據本發明而假定支撐鑽孔元件之彈簧係組態為一盤簧且藉由位在先導鑽頭之後部上之一導向輔助件而支撐。該盤簧可經配置以沿一稍微曲線延伸以安全傳送所需力,藉此此仍由該導向輔助件支撐。因此,可取得一足夠強力彈簧以平順地執行鑽孔元件之樞轉動作,同時儘管總是施加足夠力,但藉由該導向輔助件而防止該彈簧彎曲。The drilling element must be pivoted from its working position against a spring force, whereby it is assumed according to the invention that the spring system supporting the drilling element is configured as a coil spring and by being placed on the rear of the pilot bit Supported by guiding aids. The coil spring can be configured to extend along a slight curve to safely deliver the desired force whereby it is still supported by the guide aid. Therefore, a sufficiently strong spring can be obtained to smoothly perform the pivoting action of the drilling element while preventing the spring from being bent by the guiding aid although a sufficient force is always applied.

所使用之可樞轉鑽孔元件必須部分傳遞一可觀的刨削動作。此係藉由使鑽孔元件裝配有三個刨削元件而確保,藉此兩者係定位在鑽孔元件之外緣上。此處,必須完成主要刨削工作,使得此處之所需可靠性係由外緣處之刨削元件之雙配置賦予。安置在內緣處之刨削元件可比定位在外緣處之刨削元件略微更突出,使得此刨削元件完成特定量之初期工作且因此支撐安置在外緣處之刨削元件及防止過載。The pivotable drilling elements used must partially deliver a substantial planing action. This is ensured by having the drilling element assembled with three planing elements, whereby both are positioned on the outer edge of the drilling element. Here, the main planing work must be done so that the required reliability here is given by the dual configuration of the planing elements at the outer edge. The planing element placed at the inner edge may be slightly more prominent than the planing element positioned at the outer edge, such that the planing element performs a certain amount of initial work and thus supports the planing element placed at the outer edge and prevents overloading.

以上已提及,鑽孔元件可圍繞假想基點軸而樞轉或實際傾斜。為促進此過程,本發明假定衝擊配接器上之衝擊肩部具有經形成以有助於鑽孔元件之向內樞轉之一導向斜面。有利地,該導向斜面供應及限制傾斜過程,使得同時亦促進由於彈簧力所致之反向樞轉或反向傾斜。As mentioned above, the drilling element can be pivoted or actually tilted about the imaginary base point axis. To facilitate this process, the present invention assumes that the impact shoulder on the impact adapter has a guide ramp formed to facilitate one of the inward pivoting of the drilling element. Advantageously, the guiding ramp supplies and limits the tilting process such that it also promotes reverse pivoting or reverse tilting due to spring force.

特定言之,本發明之特徵在於產生一鑽孔裝置,不管岩石條件如何,該鑽孔裝置均確保一鑽孔可總是具有恆定直徑且直徑足夠大。本發明尤其實現提供可樞轉或可傾斜之鑽孔元件,其等係定位在管狀基體中且經組態使得當其等係自支撐管移出時其等係借助一彈簧而於其等之最初位置樞轉。然而,在此位置中,鑽孔元件在感覺上不再由彈簧固持,但由於特定設計,所以確保所得岩石鬆動力之徑向部分不包括鑽孔元件藉由自身大小之反向樞轉。徑向部分小於岩石鬆動力之軸向部分,此係由等於或大於35°之有效角(因此明顯大於目前最佳狀態中之有效角)實現。由此,各別鑽孔元件(較佳地每一鑽頭包括兩個鑽孔元件)總是固持在最外位置中且無須任何彈簧或類似物。在此類型之一鑽孔裝置之操作期間(甚至在延伸操作期之後)總是保證大小恆定且足夠大之一鑽孔。In particular, the invention features a drilling apparatus that ensures that a borehole can always have a constant diameter and a sufficiently large diameter regardless of rock conditions. In particular, the present invention provides a pivotable or tiltable drilling element that is positioned in a tubular body and configured such that when it is removed from the support tube, it is initially attached to it by a spring The position is pivoted. However, in this position, the drilling element is no longer perceived to be held by the spring, but due to the particular design, it is ensured that the radial portion of the resulting rock loose power does not include the drilling element being pivoted in the reverse direction of its own size. The radial portion is smaller than the axial portion of the rock loose power, which is achieved by an effective angle equal to or greater than 35° (and thus significantly greater than the effective angle in the current best state). Thus, the individual drilling elements (preferably each drill bit comprising two drilling elements) are always held in the outermost position and do not require any springs or the like. During operation of one of the drilling devices of this type (even after the extended operating period) it is always guaranteed that one of the holes is constant and large enough.

附圖之圖式之以下描述中給出本發明之標的之進一步細節及優點,其中用所需細節及個別部件來描繪一較佳實施例。Further details and advantages of the subject matter of the invention are set forth in the following description of the drawings, in which a preferred embodiment is described in detail.

圖1顯示其中已安裝一支撐結構56之經驅動至岩石14中之一隧道或導坑55。以57指示隧道路面或地面,其中下方區域已被回填。導坑55或隧道本身係由一管棚60保護,因為周圍岩石14使此一管棚60之形成成為必要。此管棚60由經驅動進入至岩石14中之鋼管58及已被強加進入至鋼管58上之岩石14中之灌注材料(較佳為混凝土59)組成。已將鋼管58推進至對應鑽孔或膛孔35中,將借助另外圖式而對其等作進一步詳細解釋。1 shows a tunnel or pilot 55 driven into a rock 14 in which a support structure 56 has been mounted. Indicate the tunnel pavement or ground at 57, where the lower area has been backfilled. The pilot 55 or the tunnel itself is protected by a shed 60 because the surrounding rock 14 necessitates the formation of this shed 60. The shed 60 is comprised of a steel tube 58 that is driven into the rock 14 and a potting material (preferably concrete 59) that has been forced into the rock 14 on the steel tube 58. The steel tube 58 has been advanced into the corresponding bore or bore 35, which will be explained in further detail by means of another drawing.

圖2顯示一鑽孔裝置1,其中向前突出之其先導鑽頭2已產生先導孔35a(其為孔35之部分)。此先導鑽頭2係由鑽孔元件3支撐,該等鑽孔元件被安裝且由附接至先導鑽頭2之管狀基體4固持。基體4與先導鑽頭2係藉由一螺紋接頭39或類似物而接合在一起。孔隙40係設置在基體4中,鑽孔元件3穿過該等孔隙40而向外突出且藉由彈簧8而固持在此位置中。Figure 2 shows a drilling apparatus 1 in which the pilot bit 2 projecting forwardly has produced a pilot hole 35a (which is part of the hole 35). This pilot bit 2 is supported by a drilling element 3 which is mounted and held by a tubular base 4 attached to the pilot bit 2. The base body 4 and the pilot bit 2 are joined together by a threaded joint 39 or the like. The apertures 40 are arranged in the base body 4 through which the drilling elements 3 project outwardly and are held in this position by the springs 8.

與先導鑽頭2一樣,鑽孔元件3亦裝配有刨削元件15。如圖4中所清楚顯示,若干此等硬金屬前銷16及邊緣銷17(充當刨削元件15)係附接至先導鑽頭2,且硬金屬前銷18及硬金屬邊緣銷19係附接至鑽孔元件3。此等係習知刨削元件15,其中鑽孔元件或若干鑽孔元件3上之佈置具獨特性,此係因為兩個此刨削元件15、18、19在此處係附接至外緣52'且一個係附接至內緣51。Like the pilot bit 2, the drilling element 3 is also equipped with a planing element 15. As clearly shown in Figure 4, a number of such hard metal front pins 16 and edge pins 17 (serving as planing elements 15) are attached to the pilot bit 2, and the hard metal front pin 18 and the hard metal edge pin 19 are attached. To the drilling element 3. These are conventional planing elements 15 in which the arrangement of the drilling elements or of several drilling elements 3 is unique in that the two such planing elements 15, 18, 19 are attached to the outer edge here. 52' and one attached to the inner edge 51.

圖1及圖2中所再現之操作位置清楚顯示可借助鑽孔元件3而使一鑽孔具有大於支撐管12之外直徑之一直徑。此支撐管12裝配有沿該鑽孔之最深部分之方向之一管鞋11。管鞋11具有一衝擊肩部7,藉由該衝擊肩部而確保在旋轉衝擊鑽孔期間攜帶整個支撐管12。如已提及,鑽孔直徑係足夠大以確保可在任何情況中攜帶支撐管12。管鞋11上之衝擊肩部7對應於衝擊配接器上之衝擊肩部,使得在與鑽孔裝置一起工作時可藉由延長鑽桿22而實現一連續整體操作。鑽桿30或延長鑽桿22係在操作中連接至一鑽孔件(圖中未顯示)。一鑽孔件可為能夠將適合旋轉力及/或衝擊力提供至鑽孔裝置之任何裝置。The operational position reproduced in Figures 1 and 2 clearly shows that a drilled hole can have a diameter larger than one of the outer diameters of the support tube 12 by means of the drilling element 3. This support tube 12 is fitted with a shoe 11 in the direction of the deepest portion of the bore. The tube shoe 11 has an impact shoulder 7 with which the entire support tube 12 is carried during the rotary percussion drilling. As already mentioned, the bore diameter is large enough to ensure that the support tube 12 can be carried in any case. The impact shoulder 7 on the tube shoe 11 corresponds to the impact shoulder on the impact adapter such that a continuous overall operation can be achieved by extending the drill rod 22 when working with the drilling apparatus. The drill pipe 30 or the extension drill pipe 22 is operatively coupled to a drilled member (not shown). A drilled member can be any device that is capable of providing a suitable rotational and/or impact force to the drilling device.

鑽孔元件3係處於圖2及圖3中之工作位置,其中所需力被可靠地傳送至岩石中,因為一足夠大之衝擊肩部6係設置於衝擊配接器5與鑽孔元件3之後部之間。存在兩個衝擊肩部42、43,一者與衝擊衝擊配接器5相關聯且另一者與管狀基體4相關聯。由於鑽孔元件3之大接觸面45,所以確保所關注之力係經由鑽孔元件3而安全傳送至岩石14中。此外,有利地存在介於衝擊配接器與基體4之間、基體4與先導鑽頭2之間以及衝擊配接器5與管鞋11之間之額外衝擊肩部7、62、63。The drilling element 3 is in the working position of Figures 2 and 3, wherein the required force is reliably transmitted into the rock, since a sufficiently large impact shoulder 6 is provided to the impact adapter 5 and the drilling element 3 Between the later sections. There are two impact shoulders 42, 43 one associated with the impact impact adapter 5 and the other associated with the tubular base 4. Due to the large contact surface 45 of the drilling element 3, it is ensured that the force of interest is transmitted safely into the rock 14 via the drilling element 3. Furthermore, there are advantageously additional impact shoulders 7, 62, 63 between the impact adapter and the base 4, between the base 4 and the pilot bit 2, and between the impact adapter 5 and the shoe 11.

除此以外,圖2清楚顯示硬金屬銷19(作為刨削元件15)係定位在硬金屬前銷18之稍前處以促進兩個硬金屬前銷18之工作。In addition, Figure 2 clearly shows that the hard metal pin 19 (as the planing element 15) is positioned slightly forward of the hard metal front pin 18 to facilitate the operation of the two hard metal front pins 18.

如已提及,當將延長鑽桿22引入至支撐管12中時,鑽孔元件3可經由一窗形孔隙40(首先藉由彈簧8,接著抵抗彈簧力)而在管狀體4中樞轉。如圖3中可見,彈簧係組態為具有一曲度(此可在圖2中看見)之一盤簧48。為確保盤簧48可均勻且可靠地移動,一導向輔助件50係設置在後部49及間隔件9中以有效防止盤簧48之偏轉。可在圖3與圖2兩者中看見此導向輔助件50之形狀,其中以參考數字10表示圖2中之間隔件之此特定組態。As already mentioned, when the extension drill pipe 22 is introduced into the support tube 12, the drilling element 3 can be pivoted in the tubular body 4 via a window-shaped aperture 40 (firstly by means of a spring 8 followed by a spring force). As can be seen in Figure 3, the spring system is configured to have one of the coil springs 48 having a curvature (this can be seen in Figure 2). To ensure uniform and reliable movement of the coil spring 48, a guide aid 50 is provided in the rear portion 49 and the spacer 9 to effectively prevent deflection of the coil spring 48. The shape of this guiding aid 50 can be seen in both Figures 3 and 2, wherein this particular configuration of the spacer of Figure 2 is indicated by reference numeral 10.

圖3進一步顯示產生或促進鑽孔元件3之傾斜之一導向斜面53,如(例如)圖5中可見。為了如此進行,鑽孔元件圍繞所謂之基點46而傾斜,或更正確而言,圍繞假想基點軸26而傾斜。圖5、圖6及圖7顯示處於縮回位置之鑽孔裝置。顯然,當彈簧8或盤簧48係沿其極限位置壓縮時,鑽孔元件3係處於傾斜位置。可在圖5中尤其清楚地看見鑽孔元件之此傾斜位置,其中在半縱向截面中,鑽孔元件3亦明顯自管狀基體4中之一孔隙40凸出且由此由側壁41(此圖中不可見)支撐。如所提及,圖6顯示處於縮回位置之鑽孔裝置1之斜視圖,其中顯示作為盤簧48之彈簧8之特定組態。此處及其他截面中可見,管鞋11係藉由一螺紋13而附接至支撐管。圖7顯示處於縮回位置之鑽孔裝置1之前視圖,其中不再可看見鑽孔元件3之刨削元件15。Figure 3 further shows one of the guiding ramps 53 that produces or promotes the tilting of the drilling element 3, as seen, for example, in Figure 5. To do so, the drilling element is tilted about the so-called base point 46 or, more correctly, around the imaginary base point axis 26. Figures 5, 6 and 7 show the drilling apparatus in the retracted position. Obviously, when the spring 8 or the coil spring 48 is compressed along its extreme position, the drilling element 3 is in an inclined position. This oblique position of the drilling element can be seen particularly clearly in FIG. 5, wherein in the semi-longitudinal section, the drilling element 3 also protrudes significantly from one of the apertures 40 in the tubular base body 4 and thus by the side wall 41 (this figure Not visible in the support). As mentioned, Figure 6 shows a perspective view of the drilling apparatus 1 in a retracted position in which the particular configuration of the spring 8 as the coil spring 48 is shown. As seen here and in other cross sections, the shoe 11 is attached to the support tube by a thread 13. Figure 7 shows a front view of the drilling apparatus 1 in the retracted position in which the shaving element 15 of the drilling element 3 is no longer visible.

圖8顯示圖2中所指示之先導鑽頭2及鑽孔元件3之位置,其中亦顯示岩石鬆動過程期間之作用力。具有其先導鑽頭2之兩件式基本鑽頭及管狀基體4具有一螺紋連接39。兩者(包含衝擊配接器5)係附接至延長鑽桿22或鑽管36。此連接選擇使鑽孔元件3可非常短,此繼而著可實現作用線24與鑽軸23之間之大於35°之一有效角,該作用線24係由基點軸26與鑽孔元件3上之最外刨削元件15、18之有效尖端38之間之假想連接線37形成。換言之,確保鑽孔元件3在鑽孔位置中之穩定位置使得介於鑽孔元件3之作用線24及此等鑽孔元件3之支撐線(即,可樞轉鑽孔元件3上之周邊刨削元件15、18之有效尖端38之間之假想線及此等鑽孔元件3之支撐線)與鑽軸23之間之角25大於施加在此等周邊刨削元件15、18上之所得刨削力或所得岩石鬆動力27與鑽軸23所成之角30。以28及29指示軸向及徑向岩石鬆動力。31為相對於鑽軸23而作用在鑽孔元件3上之岩石鬆動力FEW,且32為有效作用在鑽孔元件3上之徑向岩石鬆動力FER。Figure 8 shows the position of the pilot bit 2 and the drilling element 3 indicated in Figure 2, which also shows the force during the rock loosening process. The two-part basic drill bit with its pilot bit 2 and the tubular base body 4 have a threaded connection 39. Both (including the impact adapter 5) are attached to the extension drill pipe 22 or the drill pipe 36. This connection option allows the drilling element 3 to be very short, which in turn enables an effective angle of more than 35° between the line of action 24 and the drill shaft 23, the line of action 24 being from the base point shaft 26 and the drilling element 3 An imaginary connecting line 37 between the effective tips 38 of the outermost planing elements 15, 18 is formed. In other words, ensuring a stable position of the drilling element 3 in the drilling position is such that the line of action 24 of the drilling element 3 and the support lines of the drilling elements 3 (ie the peripheral planing of the pivotable drilling element 3) The angle 25 between the imaginary line between the effective tips 38 of the cutting elements 15, 18 and the support lines of the drilling elements 3 and the drill shaft 23 is greater than the resulting planing applied to the peripheral planing elements 15, 18 The force or the resulting rock loose power 27 is at an angle 30 to the drill shaft 23. The axial and radial rock loose power is indicated at 28 and 29. 31 is a rock loose power FEW acting on the drilling element 3 with respect to the drill shaft 23, and 32 is a radial rock loose power FER effective on the drilling element 3.

在鑽孔過程最後,先前技術之鑽孔系統必須自鑽桿36釋放損耗環狀鑽頭或損耗實心鑽頭或必須使一元件反向樞轉,即樞轉出(就一偏心鑽孔器而言)。此幾乎總藉由當鑽孔時沿與旋轉方向相對之方向旋轉鑽桿36而完成。僅可在釋放過程已被完成時才能撤回剩餘鑽桿36。釋放過程通常非常困難且通常會耗費很多時間。此外,存在無法使損耗鑽頭與先導鑽頭之間之連接鬆動之風險,但可使鑽桿36之延長鑽桿22之間之諸多連接之另一者鬆動。此意謂耗費更多時間,且若偏心鑽孔器無法向內樞轉則可能損失偏心系統。At the end of the drilling process, the prior art drilling system must release the lossy ring bit or the loss of the solid bit from the drill rod 36 or must pivot the element back, ie, pivot out (in the case of an eccentric drill) . This is almost always done by rotating the drill pipe 36 in a direction opposite to the direction of rotation when drilling. The remaining drill pipe 36 can only be withdrawn when the release process has been completed. The release process is often very difficult and usually takes a lot of time. In addition, there is a risk that the connection between the lossy drill bit and the pilot drill bit cannot be loosened, but the other of the many connections between the drill pipe 36 and the extension drill pipe 22 can be loosened. This means that it takes more time and the eccentric system may be lost if the eccentric drill cannot pivot inward.

本發明之鑽孔系統不會遇到此等問題,因為當鑽桿36被撤回時無須反向旋轉。各鑽孔元件3在撤回時由本身向內摺疊,其後側具有支承在管鞋11之內前緣81上之一斜面80。鑽桿36之撤回迫使鑽孔元件3向內抵抗彈簧力且因此迫使該等鑽孔元件向內摺疊。當鑽桿36被撤回時,鑽桿36是否轉動或是否無旋轉動作已無關緊要。The drilling system of the present invention does not encounter such problems because there is no need to reverse rotation when the drill rod 36 is withdrawn. Each of the drilling elements 3 is folded inwardly by itself when retracted, and its rear side has a bevel 80 supported on the leading edge 81 of the inner tube shoe 11. The withdrawal of the drill rod 36 forces the drilling element 3 to resist the spring force inwardly and thus forces the drilling elements to fold inward. When the drill rod 36 is withdrawn, it does not matter whether the drill rod 36 is rotating or not.

附件annex

現將藉由以下陳述而進一步界定本發明。The invention will now be further defined by the following statements.

根據本發明,提供一種產生用於管棚技術之鑽孔裝置之方法,該方法利用管棚技術由鑽孔裝置來產生岩石中之管加襯鑽孔同時引入支撐管,藉此鑽孔裝置係由表示鑽孔中之鑽桿之前端之一先導鑽頭及產生用於支撐管之鑽孔之擴大之一或多個鑽孔元件組成,使得用於經擴大之膛孔之必需岩石鬆動力係通過刨削元件而可靠傳送至待鑽岩石,該方法之特徵在於所得岩石鬆動力(FG)之徑向部分(FGR)係經調整以防止鑽孔元件在鑽孔操作期間沿鑽軸之方向反向樞轉。According to the present invention, there is provided a method of producing a drilling apparatus for a pipe shed technology which utilizes a pipe shed technique to produce a pipe lining bore in a rock from a drilling apparatus while introducing a support pipe, whereby the drilling apparatus is Consisting of one or more drilling elements representing one of the leading end of the drill pipe in the borehole and the borehole for generating the support tube, the necessary rock mass drive for the enlarged bore is passed The planing element is reliably transferred to the rock to be drilled, the method being characterized in that the radial portion (FGR) of the resulting rock loosening power (FG) is adjusted to prevent the drilling element from reversing in the direction of the drill axis during the drilling operation Pivot.

在該方法之一些實施例中,徑向部分(FGR)係經調整以小於岩石鬆動力(FG)之軸向部分(FGA)。In some embodiments of the method, the radial portion (FGR) is adjusted to be less than the axial portion (FGA) of the rock loosening power (FG).

在該方法之一些實施例中,徑向岩石鬆動力(FER)受鑽孔元件之產生或組態影響,該影響使得鑽孔元件之樞軸點與其最外刨削元件之有效尖端之間之假想連接線/作用線與鑽軸之間之有效角α係經調整以等於或大於35°。In some embodiments of the method, the radial rock looseness (FER) is affected by the generation or configuration of the drilling element between the pivot point of the drilling element and the effective tip of the outermost planing element. The effective angle α between the imaginary connecting line/action line and the drill shaft is adjusted to be equal to or greater than 35°.

根據本發明,提供一種產生用於管棚技術之管加襯鑽孔之鑽孔裝置,其具有一先導鑽頭(2)及用於產生附隨支撐管之擴大孔之一相關聯鑽孔元件(3),藉此藉由一衝擊配接器(5)而連接至鑽桿(36)之鑽孔元件(3)裝配有刨削元件(15)且在引入及迫出支撐管(12)期間係經組態以可利用或抵抗一彈簧(8)之力而樞轉,該鑽孔裝置之特徵在於單件式或多件式鑽孔元件(3)係經組態以可圍繞位於與鑽軸(23)相隔一距離之基點軸(26)而樞轉且鑽孔元件(3)、其刨削元件(15)及基點軸(26)係經組態及配置使得鑽孔元件(3)之作用線(24)與鑽軸(23)之間之有效角(25)大於所得岩石鬆動力(27)與鑽軸(23)所成之角(30)。According to the present invention, there is provided a drilling apparatus for producing a pipe lining bore for a pipe shed technology having a pilot bit (2) and associated drilling elements for producing an enlarged hole accompanying the support pipe ( 3) whereby the drilling element (3) connected to the drill rod (36) by means of an impact adapter (5) is equipped with a planing element (15) and during introduction and withdrawal of the support tube (12) Is configured to be pivotable with or against the force of a spring (8) characterized in that the one-piece or multi-piece drilling element (3) is configured to be positioned around the drill The shaft (23) pivots with a distance from the base point axis (26) and the drilling element (3), its planing element (15) and the base point shaft (26) are configured and configured such that the drilling element (3) The effective angle (25) between the line of action (24) and the drill shaft (23) is greater than the angle (30) between the resulting rock loose power (27) and the drill shaft (23).

在鑽孔裝置之一些實施例中,位於基點軸(26)與最外刨削元件(18)之有效尖端(38)之間之假想連接線(37)與鑽軸(23)之間之有效角(25)等於或大於35°。In some embodiments of the drilling apparatus, the imaginary connection line (37) between the base point shaft (26) and the effective tip (38) of the outermost planing element (18) is effective between the drill shaft (23) The angle (25) is equal to or greater than 35°.

在鑽孔裝置之一些實施例中,充當基本鑽頭之先導鑽頭(2)係藉由一螺紋連接(39)而附接至與基本鑽頭相關聯之一管狀基體(4),從而實現鑽孔元件(3)沿鑽軸(23)方向或沿其平行方向之移動。In some embodiments of the drilling apparatus, the pilot bit (2) acting as a basic drill bit is attached to a tubular base body (4) associated with the base bit by a threaded connection (39) to effect the drilling element (3) Movement in the direction of the drill shaft (23) or in the parallel direction thereof.

在鑽孔裝置之一些實施例中,鑽孔元件(3)具有側壁以實現基體(4)之窗形孔隙(40)中之一側向支撐(41)。In some embodiments of the drilling apparatus, the drilling element (3) has side walls to effect one of the laterally supported (41) of the window-shaped apertures (40) of the substrate (4).

在鑽孔裝置之一些實施例中,鑽孔元件(3)可圍繞一假想基點軸(26)而在衝擊配接器上樞轉。In some embodiments of the drilling apparatus, the drilling element (3) is pivotable on the impact adapter about an imaginary base point axis (26).

在鑽孔裝置之一些實施例中,相對於鑽軸(23)而徑向延伸之一衝擊肩部(42、43)係形成於衝擊配接器(5)及管狀基體(4)上,且鑽孔元件(3)之相關聯後側(44)具有一對配接觸面(45)。In some embodiments of the drilling apparatus, one of the radially extending shoulders (42, 43) relative to the drill shaft (23) is formed on the impact adapter (5) and the tubular base (4), and The associated rear side (44) of the drilling element (3) has a pair of mating contact faces (45).

在鑽孔裝置之一些實施例中,支撐鑽孔元件(3)之彈簧(8)係組態為一盤簧(48)且藉由定位在先導鑽頭(2)之後部(49)上之一導向輔助件(50)而支撐。In some embodiments of the drilling apparatus, the spring (8) supporting the drilling element (3) is configured as a coil spring (48) and by being positioned on the rear portion (49) of the pilot bit (2) Guided by the guide aid (50).

在鑽孔裝置之一些實施例中,鑽孔元件(3)裝配有三個刨削元件(15、18、19),藉此兩者係定位在鑽孔元件(3)之外緣(52)上。In some embodiments of the drilling apparatus, the drilling element (3) is equipped with three shaving elements (15, 18, 19) whereby both are positioned on the outer edge (52) of the drilling element (3) .

在鑽孔裝置之一些實施例中,衝擊配接器(5)上之衝擊肩部(42)具有形成於其上以有助於鑽孔元件(3)之向內樞轉之一導向斜面(53)。In some embodiments of the drilling apparatus, the impact shoulder (42) on the impact adapter (5) has a guide bevel formed thereon to facilitate inward pivoting of the drilling element (3) ( 53).

1...鑽孔裝置1. . . Drilling device

2...先導鑽頭2. . . Pilot drill

3...鑽孔元件3. . . Drilling element

4...本體4. . . Ontology

5...衝擊配接器5. . . Impact adapter

6...衝擊肩部6. . . Impact shoulder

7...衝擊肩部7. . . Impact shoulder

8...彈簧8. . . spring

9...間隔件9. . . Spacer

10...間隔件中之特定組態10. . . Specific configuration in the spacer

11...管鞋11. . . Tube shoes

12...支撐管12. . . Support tube

13...螺紋13. . . Thread

14...岩石14. . . rock

15...刨削元件15. . . Planing component

16...硬金屬前銷16. . . Hard metal front

17...硬金屬邊緣銷17. . . Hard metal edge pin

18...硬金屬前銷/刨削元件18. . . Hard metal front pin/planing element

19...硬金屬邊緣銷/刨削元件19. . . Hard metal edge pin/planing element

22...延長鑽桿twenty two. . . Extend the drill pipe

23...鑽軸twenty three. . . Drill shaft

24...作用線/鑽孔元件軸twenty four. . . Action line / drilling element axis

25...有效角/α25. . . Effective angle / α

26...基點軸26. . . Base point axis

27...岩石鬆動力/FG27. . . Rock Song Power / FG

28...軸向分量/FGA28. . . Axial component / FGA

29...徑向分量/FGR29. . . Radial component / FGR

30...角/β30. . . Angle / β

31...岩石鬆動力/FEW31. . . Rock loose power / FEW

32...徑向岩石鬆動力/FER32. . . Radial rock loose power / FER

35...膛孔35. . . Pupil

35a...先導孔35a. . . Pilot hole

36...鑽桿36. . . Drill pipe

37...假想連接線37. . . Imaginary connection line

38...有效尖端38. . . Effective tip

39...螺紋接頭/螺紋連接39. . . Threaded joint / threaded joint

40...孔隙40. . . Porosity

41...側向支撐/側壁41. . . Lateral support / side wall

42...衝擊肩部42. . . Impact shoulder

43...衝擊肩部43. . . Impact shoulder

44...後側44. . . Back side

45...接觸面45. . . Contact surfaces

46...基點46. . . base point

48...盤簧48. . . Coil spring

49...後部49. . . rear

50...導向輔助件50. . . Guide aid

51...內緣51. . . Inner edge

52...外緣52. . . Outer edge

53...導向斜面53. . . Guided slope

55...隧道/導坑55. . . Tunnel/guide pit

56...支撐結構56. . . supporting structure

57...隧道路面/地面57. . . Tunnel pavement/ground

58...鋼管58. . . Steel Pipe

59...混凝土59. . . Concrete

60...管棚60. . . Pipe shed

62...衝擊肩部62. . . Impact shoulder

63...衝擊肩部63. . . Impact shoulder

80...斜面80. . . Bevel

81...內前緣81. . . Inner leading edge

圖1顯示具有管棚之一導坑或一隧道之截面;Figure 1 shows a section of a pit or a tunnel with a pipe shed;

圖2顯示處於鑽孔位置之一鑽孔裝置之側視圖;Figure 2 shows a side view of the drilling device in one of the drilling positions;

圖3顯示處於鑽孔位置之一鑽孔裝置之四分之一截面透視圖;Figure 3 shows a quarter sectional view of the drilling device in one of the drilling positions;

圖4顯示處於鑽孔位置之一鑽孔裝置之前視圖;Figure 4 shows a front view of the drilling device in one of the drilling positions;

圖5顯示處於縮回位置之一鑽孔裝置之側視圖;Figure 5 shows a side view of the drilling device in one of the retracted positions;

圖6顯示處於縮回位置之一鑽孔裝置之四分之一截面透視圖;Figure 6 shows a quarter cross-sectional perspective view of one of the drilling devices in the retracted position;

圖7顯示處於縮回位置之一鑽孔裝置之前視圖;及Figure 7 shows a front view of the drilling device in one of the retracted positions; and

圖8顯示處於鑽孔位置之一鑽孔裝置且描繪岩石鬆動過程期間之作用力。Figure 8 shows the force at one of the drilling locations and depicts the forces during the rock loosening process.

Claims (23)

一種用於藉由旋轉衝擊作用形成一鑽孔(35)以安裝一管棚之一支撐管之鑽孔裝置,該鑽孔裝置包括:一本體(4),其具有一或多個衝擊肩部(6、42、43);一可旋轉的先導鑽頭(2),其用於藉由旋轉衝擊作用鑽一先導孔(35a),該先導鑽頭附接至該本體;及一或多個鑽孔元件(3),各個鑽孔元件具有複數個刨削元件(15、18、19),該等鑽孔元件(3)各者相對於該本體可樞轉地安裝使得各個鑽孔元件在一縮回位置與一操作位置之間之各別基點軸(26)上可樞轉地移動,其中在該縮回位置時,該鑽孔裝置可穿過該支撐管縮回,其中在該操作位置時,該等鑽孔元件係經定位以藉由鑽孔而徑向擴大該先導孔,該鑽孔係透過該等鑽孔元件之各者施加一岩石鬆動力(FG、27)至該先導孔周圍之岩石(14),其中各個鑽孔元件之一後側(44)具有一接觸面(45),當各別鑽孔元件係處於該操作位置時,該接觸面與該等衝擊肩部之各別一者鄰接,及藉此作用於各個鑽孔元件之該等刨削元件之該岩石鬆動力被傳送穿過鄰接的一後接觸面及該等衝擊肩部使得該各別鑽孔元件可藉由處於操作位置之該本體穩定支撐及防止從該操作位置縮回,其中該先導鑽頭界定一先導鑽軸(23),其中各個鑽孔元件之該複數個刨削元件包含至少一最外刨削元件(18), 其中各個鑽孔元件具有一鑽孔元件軸(24),其延伸穿過該至少一最外刨削元件及該各別鑽孔元件之該基點軸,及其中一第一角(25)係界定於該各別鑽孔元件軸與該先導鑽孔軸之間,一第二角(30)係為該先導鑽孔軸與該岩石鬆動力之夾角,該第一角大於該第二角。 A drilling apparatus for forming a bore (35) by a rotary impact to mount a support tube of a pipe shed, the drilling apparatus comprising: a body (4) having one or more impact shoulders (6, 42, 43); a rotatable pilot bit (2) for drilling a pilot hole (35a) by a rotary impact, the pilot bit being attached to the body; and one or more holes Element (3), each drilling element having a plurality of planing elements (15, 18, 19), each of which is pivotally mounted relative to the body such that each drilling element is indented The respective pivot point (26) between the return position and an operating position is pivotally movable, wherein in the retracted position, the drilling device is retractable through the support tube, wherein in the operating position The drilling elements are positioned to radially expand the pilot hole by drilling a hole through which each of the drilling elements applies a rock loose power (FG, 27) to the pilot hole Rock (14), wherein one of the rear side (44) of each of the drilling elements has a contact surface (45), when the respective drilling element is in the operating position, The contact surface abuts one of the impact shoulders, and the rock loose power acting on the planing elements of each of the drilling elements is transmitted through the adjacent rear contact surface and the impact The shoulders enable the respective drilling elements to be stably supported and prevented from retracting from the operating position by the body in an operative position, wherein the pilot bit defines a pilot drill shaft (23), wherein the plurality of drilling elements The planing element comprises at least one outermost planing element (18), Wherein each of the drilling elements has a drilling element shaft (24) extending through the at least one outermost planing element and the base point axis of the respective drilling element, and a first one of the first angles (25) is defined Between the respective drilling element axis and the pilot drilling axis, a second angle (30) is an angle between the pilot drilling axis and the rock loose power, and the first angle is greater than the second angle. 如請求項1之鑽孔裝置,其中該第一角等於或大於35°。 The drilling apparatus of claim 1, wherein the first angle is equal to or greater than 35°. 如請求項1或2之鑽孔裝置,其中對於各個鑽孔元件,該基點軸係定位於該後接觸面之徑向的內邊緣。 A drilling apparatus according to claim 1 or 2, wherein for each of the drilling elements, the base point shaft is positioned at a radially inner edge of the rear contact surface. 如請求項1或2之鑽孔裝置,其中該本體具有一或多個孔隙(40),及該等鑽孔元件之各者係可樞轉地安裝於該本體上以延伸穿過或縮回進入該等孔隙之各別一者。 A drilling apparatus according to claim 1 or 2, wherein the body has one or more apertures (40), and each of the drilling elements is pivotally mounted to the body for extending through or retracting Enter each of these pores. 如請求項1或2之鑽孔裝置,其中各個鑽孔元件具有側壁(41)以實現該一或多個孔隙中之側向支撐。 A drilling apparatus according to claim 1 or 2, wherein each of the drilling elements has a side wall (41) to effect lateral support in the one or more apertures. 如請求項1或2之鑽孔裝置,其中該等鑽孔元件係經偏壓以處於該操作位置。 A drilling apparatus according to claim 1 or 2, wherein the drilling elements are biased to be in the operational position. 如請求項6之鑽孔裝置,其中該一或多個鑽孔元件係藉由一彈性構件而偏壓。 The drilling apparatus of claim 6, wherein the one or more drilling elements are biased by an elastic member. 如請求項7之鑽孔裝置,其中該彈性構件係一彈簧(8)。 A drilling apparatus according to claim 7, wherein the elastic member is a spring (8). 如請求項8之鑽孔裝置,其中該彈簧係一螺旋彈簧。 A drilling apparatus according to claim 8, wherein the spring is a coil spring. 如請求項7之鑽孔裝置,其中該彈性構件係藉由一導向輔助件(50)而支撐。 A drilling apparatus according to claim 7, wherein the elastic member is supported by a guide aid (50). 如請求項10之鑽孔裝置,其中該導向輔助件係位在該先 導鑽頭(2)之後部(49)上。 The drilling apparatus of claim 10, wherein the guiding aid is in the first Guide the drill bit (2) on the rear (49). 如請求項1或2之鑽孔裝置,其中該本體包含一管狀基體(4)。 A drilling apparatus according to claim 1 or 2, wherein the body comprises a tubular base body (4). 如請求項12之鑽孔裝置,其中該管狀基體包含若干衝擊肩部(42)之一者。 A drilling apparatus according to claim 12, wherein the tubular base comprises one of a plurality of impact shoulders (42). 如請求項1或2之鑽孔裝置,其中該本體包含一衝擊配接器(5)。 A drilling apparatus according to claim 1 or 2, wherein the body comprises an impact adapter (5). 如請求項14之鑽孔裝置,其中該衝擊配接器包含若干衝擊肩部(43)之一者。 A drilling apparatus according to claim 14, wherein the impact adapter comprises one of a plurality of impact shoulders (43). 如請求項14之鑽孔裝置,其中該等鑽孔元件之各者可圍繞該各別基點軸而在該衝擊配接器上樞轉。 A drilling apparatus according to claim 14, wherein each of the drilling elements is pivotable on the impact adapter about the respective base point axis. 如請求項14之鑽孔裝置,其中該衝擊配接器包含一導向斜面(53)以協助該等鑽孔元件延伸及/或縮回。 The drilling apparatus of claim 14, wherein the impact adapter includes a guiding ramp (53) to assist in the extension and/or retraction of the drilling elements. 如請求項1或2之鑽孔裝置,其中該衝擊配接器包含一衝擊肩部,其經構形以在利用該鑽孔裝置旋轉衝擊鑽孔期間攜帶裝配有一管鞋(11)之一支撐管(12)。 A drilling apparatus according to claim 1 or 2, wherein the impact adapter includes an impact shoulder configured to carry a support of a tube (11) during rotation of the impact drill using the drilling apparatus Tube (12). 如請求項1或2之鑽孔裝置,進一步包括用於連接至一鑽孔件之一鑽桿(36)。 A drilling apparatus according to claim 1 or 2, further comprising a drill rod (36) for connection to a drilling member. 如請求項19之鑽孔裝置,其中該本體連接至該鑽桿。 A drilling apparatus according to claim 19, wherein the body is coupled to the drill pipe. 如請求項19之鑽孔裝置,其中該鑽桿具有一或多個延長鑽桿(22)。 A drilling apparatus according to claim 19, wherein the drill rod has one or more elongated drill rods (22). 如請求項1或2之鑽孔裝置,其中該等鑽孔元件之各者經構形使得該岩石鬆動力之該徑向分量(FGR)小於該岩石 鬆動力之該軸向分量(FGA)。 The drilling apparatus of claim 1 or 2, wherein each of the drilling elements is configured such that the radial component (FGR) of the rock loose power is less than the rock The axial component (FGA) of the loose power. 一種藉由旋轉衝擊作用提供具有用在一管棚中之一支撐管之一鑽孔(35)之方法,該方法包括:(a)提供裝配有一管鞋(11)之一支撐管及如請求項1至23中任一項所界定之一鑽孔裝置,其中該鑽孔裝置包含用於連接該鑽孔裝置至一鑽孔件之一鑽桿(36),且其中該鑽孔裝置經構形以用於攜帶該支撐管;(b)操作該鑽孔件以使該鑽孔裝置藉由旋轉衝擊作用鑽該鑽孔及攜帶該支撐管進入該鑽孔;及(c)通過該支撐管而撤回該鑽桿,藉此該鑽孔裝置與該鑽桿一同被移除,而將該支撐管及該管鞋留在該鑽孔中。A method for providing a bore (35) having a support tube for use in a tube shed by a rotary shock, the method comprising: (a) providing a support tube fitted with a tube shoe (11) and as requested A drilling apparatus as defined in any one of clauses 1 to 23, wherein the drilling apparatus comprises a drill rod (36) for connecting the drilling apparatus to a drilling member, and wherein the drilling apparatus is constructed Forming the support tube; (b) operating the drilling member to cause the drilling device to drill the borehole by rotating impact and carrying the support tube into the borehole; and (c) passing the support tube The drill rod is withdrawn, whereby the drilling device is removed along with the drill rod, and the support tube and the tube shoe are left in the bore.
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