JP4376125B2 - Socket for anchor bolt setter - Google Patents

Socket for anchor bolt setter Download PDF

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Publication number
JP4376125B2
JP4376125B2 JP2004143414A JP2004143414A JP4376125B2 JP 4376125 B2 JP4376125 B2 JP 4376125B2 JP 2004143414 A JP2004143414 A JP 2004143414A JP 2004143414 A JP2004143414 A JP 2004143414A JP 4376125 B2 JP4376125 B2 JP 4376125B2
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anchor bolt
socket
bolt
fixing
hole
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JP2005324269A (en
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鈴木庄司
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株式会社山下工業研究所
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Priority to JP2004143414A priority Critical patent/JP4376125B2/en
Priority to TW93118213A priority patent/TWI316111B/en
Priority to CNB2004100582899A priority patent/CN100479996C/en
Priority to DE102004046841A priority patent/DE102004046841B4/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B25HAND TOOLS; PORTABLE POWER-DRIVEN TOOLS; MANIPULATORS
    • B25BTOOLS OR BENCH DEVICES NOT OTHERWISE PROVIDED FOR, FOR FASTENING, CONNECTING, DISENGAGING OR HOLDING
    • B25B31/00Hand tools for applying fasteners

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  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

本発明は、機器などを構造物やコンクリート床などに固定するアンカーボルトの植込み施工に用いられるソケットに関するものである。     The present invention relates to a socket used for implanting an anchor bolt for fixing a device or the like to a structure or a concrete floor.

コンクリートにアンカーボルトを植込む、植込み施工例としては、アンカーボルトの上端部位にダブルナットを締付けてアンカーボルトと一体状に固定して、接着作用をするケミカルカプセルを挿入したコンクリート穴にアンカーボルトを差し込み、このダブルナットにソケットレンチを嵌め、更にこのソケットレンチに、ハンマードリルに装着されたソケットアダプターを嵌め、アンカーボルトに回転と打撃を与えて植込むもので、その後ダブルナットを外す。   As an example of implanting an anchor bolt in concrete, a double nut is fastened to the upper end of the anchor bolt and fixed integrally with the anchor bolt, and the anchor bolt is inserted into a concrete hole into which a chemical capsule that acts as an adhesive is inserted. Insert a socket wrench into this double nut, and then insert a socket adapter attached to a hammer drill into this socket wrench. Then, rotate and strike the anchor bolt, and then remove the double nut.

また、他例としては、アンカーボルトのねじ部に噛合う分割ナットを備えたソケットをアンカーボルトの上端部位に嵌めて、前記と同様に回転と打撃を与えることにより、この回転動で分割ナットを握持作用させ、これによりアンカーボルトを握持固定して植込んでいくもので、回転動の停止に伴ない握持固定状態が解離され、アンカーボルトからソケットを外す(例えば、特許文献1参照)。   As another example, a socket provided with a split nut that engages with the threaded portion of the anchor bolt is fitted to the upper end portion of the anchor bolt, and rotation and impact are applied in the same manner as described above. The gripping action is performed, and the anchor bolt is gripped and fixed by this, and the gripping and fixing state is dissociated as the rotational movement stops, and the socket is removed from the anchor bolt (see, for example, Patent Document 1) ).

特開2003−326471号公報JP 2003-326471 A

コンクリート床の穴などにアンカーボルトを植込む手段は、上記文献のごとく、アンカーボルトの上端部位をダブルナットや噛合握持機構を備えたソケットで固定し、この固定手段を介してアンカーボルトに回転と打撃を与えることにより埋込むものであるが、ダブルナットによる固定手段は、このダブルナットの締付け固定や施工後の取外しにおいて、2個のレンチ(スパナ)を必要とするなど作業が面倒である。   As described in the above document, the anchor bolt is inserted into a hole in the concrete floor by fixing the upper end of the anchor bolt with a socket equipped with a double nut or a mesh gripping mechanism, and rotates to the anchor bolt via this fixing means. However, the fixing means using a double nut is troublesome in that it requires two wrenches (spanners) for tightening and fixing the double nut and removing it after construction.

また、噛合握持機構ソケットによる固定手段は、施工時の回転動に伴なってアンカーボルトを握持固定するものであるから、ダブルナット手段にくらべ作業が簡易であるが、握持作動時において、アンカーボルトのねじと握持機構のねじ部の噛合がずれたり、ねじ相互に遊びがあることから強固に固定することができず、このガタが施工時の回転動及び打撃の繰返しによりアンカーボルトのねじ山を潰す原因となる。   In addition, the fixing means by the mesh gripping mechanism socket grips and fixes the anchor bolt with the rotational movement at the time of construction, so the work is simpler than the double nut means. The screw of the anchor bolt and the screw part of the gripping mechanism are misaligned, and there is play between the screws, so it cannot be firmly fixed. This looseness is caused by repeated rotation and striking during construction. Cause crushing of screw threads.

本発明は、アンカーボルトの植込み施工において、このアンカーボルトに強固に固定され、また取外しも簡易なソケットを提供するものである。   The present invention provides a socket that is firmly fixed to an anchor bolt and that can be easily removed when the anchor bolt is implanted.

上記課題を解決するアンカーボルトセッター用ソケットは、外周面に回動用の角周面部を有する本体の下部位に、アンカーボルトに螺合するアンカーボルトねじ孔が設けられ、上部位には、上面に回動用の角穴を有する固定ボルトが螺合収容されており、前記アンカーボルトねじ孔と固定ボルト間には、このアンカーボルトねじ孔と前記アンカーボルトの螺合に伴なって、このアンカーボルトの上端面と前記固定ボルトのねじ杆部の下端面に当接して、このアンカーボルトと前記本体をダブルナット作用による固定状態にすることとなる押圧体が設けられていることを特徴とし、しかもこの押圧体は、アンカーボルトの上端面と固定ボルトの下端面との当接部位が球面状に形成されているものである。   The anchor bolt setter socket that solves the above problems is provided with an anchor bolt screw hole to be screwed into the anchor bolt at the lower portion of the main body having a rotating angular peripheral surface portion on the outer peripheral surface, and the upper portion on the upper surface. A fixing bolt having a square hole for rotation is screwed and received, and between the anchor bolt screw hole and the fixing bolt, the anchor bolt is screwed together with the anchor bolt screw hole. There is provided a pressing body that comes into contact with the upper end surface and the lower end surface of the screw flange portion of the fixing bolt, and which makes the anchor bolt and the main body fixed by a double nut action. In the pressing body, a contact portion between the upper end surface of the anchor bolt and the lower end surface of the fixing bolt is formed in a spherical shape.

本発明に係るアンカーボルトセッター用ソケットは、アンカーボルトにアンカーボルトねじ孔を螺合していくことによりアンカーボルトの上端面で押圧体を押上げ、これにより押圧体の上下両端部位が、アンカーボルトの上端面と固定ボルトのねじ杆部の下端面に圧接され、この作用でアンカーボルトと固定ボルトの螺合部位がダブルナット作用状態となり、ねじ部遊びなくこのアンカーボルトとソケットが強固に固定されるので、植込み施工時にアンカーボルトのねじ部が潰れる恐れがなく、また、ハンマードリルの回転と打撃による過大負荷にあって、アンカーボルトと押圧体と固定ボルトの各当接部位が、互いに食い込む程に強圧接された事態にあっても、押圧体両端が球面状に形成されていると当接部位の回動摩擦抵抗が軽減され、植込み後の固定ボルトの緩め回動にあって、簡易に回動できることとなるから作業性も良い。   The socket for an anchor bolt setter according to the present invention pushes up the pressing body at the upper end surface of the anchor bolt by screwing the anchor bolt screw hole into the anchor bolt, so that the upper and lower end portions of the pressing body are anchor bolts. The upper end surface of the fixing bolt and the lower end surface of the fixing bolt's screw collar are pressed against each other, and the threaded portion of the anchor bolt and fixing bolt is brought into a double nut action state, and the anchor bolt and socket are firmly fixed without play of the screw portion. Therefore, there is no fear that the threaded portion of the anchor bolt will be crushed during the implantation work, and there is an excessive load due to rotation and hammering of the hammer drill, and the contact parts of the anchor bolt, the pressing body and the fixing bolt will bite into each other. Even if it is in a situation where it is strongly pressed, the rotational frictional resistance of the contact part is reduced if both ends of the pressing body are formed in a spherical shape, In the loosening rotation of the fixing bolt after write, and may workability because it becomes able to rotate easily.

図は本発明に係るアンカーボルトセッター用ソケットの一実施例を示すもので、以下各図に基づき説明する。   FIG. 1 shows an embodiment of an anchor bolt setter socket according to the present invention, which will be described below with reference to the drawings.

図中符号Aはアンカーボルトセッター用のソケットで、円柱状本体1の外周面上部位に、ハンマードリルに装着されたアタッチメントソケットや手動スパナの口部を嵌込む、平面視6角形の回動用角周面部2を有し(図1)、中央部位には、下位より順次アンカーボルトねじ孔3と押圧体孔4と固定ボルトねじ孔5及びその円形頭部収容孔6が縦列に貫通した状態で配設されている。   In the figure, symbol A is a socket for an anchor bolt setter, and a hexagonal rotation angle in a plan view, in which an attachment socket attached to a hammer drill or a mouth of a manual spanner is fitted on the outer peripheral surface of the cylindrical body 1. It has a peripheral surface portion 2 (FIG. 1), and in the central part, in an order that the anchor bolt screw hole 3, the pressing body hole 4, the fixing bolt screw hole 5 and the circular head receiving hole 6 are penetrated in tandem. It is arranged.

そしてアンカーボルトねじ孔3は、植込み施工する所望のアンカーボルトB径に対応する径寸法に設けられ、押圧体孔4にはピン状の押圧体7が上下移動可能に遊嵌されており、この押圧体7は、上下各端部位に半球面部7a,7aが形成され、中央部位に形成された凸状周段部7bが、アンカーボルトねじ孔3との間部位に形成された係止周段孔4aに係止された状態で収容されている。   The anchor bolt screw hole 3 is provided with a diameter corresponding to a desired anchor bolt B diameter to be implanted, and a pin-like pressing body 7 is loosely fitted in the pressing body hole 4 so as to be movable up and down. The pressing body 7 has hemispherical portions 7 a, 7 a formed at upper and lower end portions, and a protruding peripheral step portion 7 b formed at the central portion formed at a portion between the anchor bolt screw hole 3 and a locking peripheral step. It is accommodated in a state of being locked in the hole 4a.

更に固定ボルトねじ孔5と頭部収容孔6には、ねじ杆部8aに続く円形頭部の上面に、回動用の6角形状を呈する角穴8bを設けた固定ボルト8が螺合収容されているものである。   Further, the fixing bolt screw hole 5 and the head receiving hole 6 are screwed and received with a fixing bolt 8 provided with a square hole 8b having a hexagonal shape for rotation on the upper surface of the circular head following the screw flange portion 8a. It is what.

このソケットAによるアンカーボルトBの植込み施工例としては、下端部位に下向きの角状嵌合穴20aを有する棒体状のアタッチメントソケット20が装着されたハンマードリルDによるものがある(図5)。
先ずアンカーボルトBの上端部位に、ソケットAのアンカーボルトねじ孔3を螺合して、アンカーボルトBにソケットAを仮固定する。このときアンカーボルトBの上端面B1が押圧体7の下端部位の半球面部7aに当接してこの押圧体7を押上げていき、更に上端部位の半球面部7aが固定ボルト8のねじ杆部8aの下端面8cに当接した状態となる。
As an example of implanting the anchor bolt B by the socket A, there is a hammer drill D in which a rod-shaped attachment socket 20 having a downward-shaped square fitting hole 20a is attached to the lower end portion (FIG. 5).
First, the anchor bolt screw hole 3 of the socket A is screwed into the upper end portion of the anchor bolt B, and the socket A is temporarily fixed to the anchor bolt B. At this time, the upper end surface B1 of the anchor bolt B comes into contact with the hemispherical portion 7a at the lower end portion of the pressing body 7 to push up the pressing body 7, and the hemispherical portion 7a at the upper end portion is further threaded 8a of the fixing bolt 8. It will be in the state contact | abutted to the lower end surface 8c.

そして、ソケットAが仮固定されたアンカーボルトBの尖頭状下端を、接着作用するケミカルカプセル9が挿入されたコンクリート床Cなどの穴10に差込んで、本体1の角周面部2に前記アタッチメントソケット20の角状嵌合穴20aを嵌めて、ハンマードリルDの回転と打撃により施工穴10に植込んでいくもので、このハンマードリルDの回転と打撃に伴ない、ソケットAが更にアンカーボルトBに強く締込まれ、押圧体7の各半球面部7a,7aの頂点部位が、固定ボルト8の下端面8cにおける中央部位と、アンカーボルトBの上端面B1における中央部位に強圧接されて更に押圧され、これにより固定ボルト8が螺合された固定ボルトねじ孔5と、アンカーボルトBが螺合されたアンカーボルトねじ孔3のそれぞれは、互いのねじ山の遊び間隙が密着されて強力なダブルナット作用をすることとなり、ソケットAとアンカーボルトBが強固に固定され、この状態でアンカーボルトBがコンクリート床穴10に植込まれる。   Then, the lower end of the anchor bolt B to which the socket A is temporarily fixed is inserted into a hole 10 such as a concrete floor C into which the chemical capsule 9 that acts as an adhesive is inserted, and the angular peripheral surface portion 2 of the main body 1 is inserted into the angular peripheral surface portion 2. A fitting hole 20a of the attachment socket 20 is fitted into the construction hole 10 by rotating and hitting the hammer drill D, and the socket A is further anchored by the rotation and hitting of the hammer drill D. The bolt B is strongly tightened, and the apex portion of each hemispherical surface portion 7a, 7a of the pressing body 7 is strongly pressed against the central portion of the lower end surface 8c of the fixing bolt 8 and the central portion of the upper end surface B1 of the anchor bolt B. Further, the fixing bolt screw hole 5 to which the fixing bolt 8 is screwed and the anchor bolt screw hole 3 to which the anchor bolt B is screwed are respectively pressed. Flip mountain play gap is in close contact will be a strong double nut effect, socket A and the anchor bolt B is firmly fixed, the anchor bolt B is implanted in the concrete floor hole 10 in this state.

植込み後は、ソケットAの上部位に螺合された固定ボルト8の角穴8bに角棒状回動ハンドル(ヘキサゴンソケットレンチ)を差込んでこの固定ボルト8を緩めることにより、前記固定状態であるダブルナット作用が解除されてソケットAが回動可能となり、アンカーボルトBからソケットAを外すことにより植込み施工が完了する。   After the implantation, the fixed state is obtained by inserting a square bar-shaped turning handle (hexagon socket wrench) into the square hole 8b of the fixing bolt 8 screwed into the upper part of the socket A and loosening the fixing bolt 8. The double nut action is released, the socket A can be rotated, and removal of the socket A from the anchor bolt B completes the implantation work.

前記植込み施工時にあっては、ハンマードリルDの回転と打撃により、一体状に固定されたアンカーボルトBとソケットAに過大な負荷が与えられることから、その結果特にアンカーボルトと押圧体が互いに食い込む程に強圧接されて、植込み後に固定ボルト8を緩めることができない事態となることがある。   At the time of implantation, an excessive load is applied to the anchor bolt B and the socket A that are integrally fixed by rotation and hammering of the hammer drill D. As a result, particularly the anchor bolt and the pressing body bite into each other. There is a case in which the fixing bolt 8 cannot be loosened after being implanted due to the strong pressure contact.

そこで本例にあっては、前記のごとくアンカーボルトBとソケットAの固定状態において、アンカーボルトBと固定ボルト8との間に押圧体7を介装し、しかも押圧体7の両端部位に形成された半球面部7a,7aのそれぞれをアンカーボルトBの上端面Bと固定ボルト8の下端面8cに当接させる手段を採ることにより点接触ないしは球面接触状態として、固定ボルト8の緩め回動における摩擦抵抗の軽減をはかっている。
これは、接触面が少ないほど好都合であるから、押圧体7の両端を台錐形に形成したピンや球体とすることも適当と思われる。
Therefore, in the present example, as described above, in the fixed state of the anchor bolt B and the socket A, the pressing body 7 is interposed between the anchor bolt B and the fixing bolt 8 and is formed at both end portions of the pressing body 7. By adopting means for bringing the hemispherical portions 7a, 7a into contact with the upper end surface B of the anchor bolt B and the lower end surface 8c of the fixing bolt 8 to bring them into point contact or spherical contact, The friction resistance is reduced.
Since this is more convenient as the contact surface is smaller, it seems appropriate to use a pin or a sphere in which both ends of the pressing body 7 are formed in a trapezoidal shape.

前記アンカーボルトBの植込み施工手段は、勿論これに限るものではなく、またハンマードリルDによらず、ソケットAの回動用角周面2に手動スパナの口部を嵌めてアンカーボルトBをコンクリート穴10にねじ込む施工手段であっても良い。   Needless to say, the means for implanting the anchor bolt B is not limited to this, and the anchor bolt B is inserted into the concrete hole by fitting the mouth of a manual spanner to the rotating angular peripheral surface 2 of the socket A, regardless of the hammer drill D. The construction means may be screwed into 10.

この実施例によるアンカーボルトセッター用ソケットは、アンカーボルトにアンカーボルトねじ孔を螺合していくことによりアンカーボルトの上端面で押圧体を押上げ、これにより押圧体の上下両端部位の半球面部が、アンカーボルトの上端面と固定ボルトのねじ杆部の下端面に圧接され、この作用でアンカーボルトと固定ボルトの螺合部位がダブルナット作用状態となり、ねじ部遊びなくこのアンカーボルトとソケットが強固に固定されるので、植込み施工時にアンカーボルトのねじ部が潰れる恐れがなく、また、ハンマードリルの回転と打撃による過大負荷にあって、アンカーボルトと押圧体と固定ボルトの各当接部位が、互いに食い込む程に強圧接された事態にあっても、押圧体両端の半球面部が当接していることから、回動摩擦抵抗が軽減され、植込み後の固定ボルトの緩め回動にあって、簡易に回動できることとなるから作業性も良い。   The anchor bolt setter socket according to this embodiment pushes up the pressing body at the upper end surface of the anchor bolt by screwing the anchor bolt screw hole into the anchor bolt, so that the hemispherical portions at the upper and lower end portions of the pressing body are The upper end surface of the anchor bolt and the lower end surface of the threaded part of the fixing bolt are pressed into contact with each other, and the screwed portion of the anchor bolt and the fixing bolt is brought into a double nut action state. Since there is no fear of the screw part of the anchor bolt being crushed during the implantation construction, and there is an excessive load due to the rotation and hammering of the hammer drill, each contact part of the anchor bolt, the pressing body and the fixing bolt is Even in situations where they are pressed so hard that they bite into each other, the hemispherical surfaces at both ends of the pressing body are in contact with each other. It is reduced, in the loosening rotation of the fixing bolt after implantation, and may workability because becomes able to rotate easily.

平面図。Plan view. 正面図。Front view. 縦断正面図。FIG. ソケットをアンカーボルトに取付けた状態図。The state figure which attached the socket to the anchor bolt. 植込み施工状態図。Implantation construction diagram.

符号の説明Explanation of symbols

A ソケット
B アンカーボルト
B1 上端面
C コンクリート床
D ハンマードリル
1 本体
2 回動用角周面部
3 アンカーボルトねじ孔
4 押圧体孔
5 固定ボルトねじ孔
6 円形頭部収容孔
7 押圧体
7a 半球面部
8 固定ボルト
8a ねじ杆部
8b 角穴
8c 下端面
9 ケミカルカプセル
10 コンクリート床穴(施工穴)
20 アタッチメントソケット
A Socket B Anchor bolt B1 Upper end surface C Concrete floor D Hammer drill 1 Main body 2 Rotating angular peripheral surface portion 3 Anchor bolt screw hole 4 Pressing body hole 5 Fixing bolt screw hole 6 Circular head receiving hole 7 Pressing body 7a Hemispherical surface part 8 fixing Bolt 8a Screw flange 8b Square hole 8c Lower end surface 9 Chemical capsule 10 Concrete floor hole (Construction hole)
20 Attachment socket

Claims (1)

外周面に回動用の角周面部を有する本体の下部位に、アンカーボルトに螺合するアンカーボルトねじ孔が設けられ、上部位には、上面に回動用の角穴を有する固定ボルトが螺合収容されており、前記アンカーボルトねじ孔と固定ボルト間には、このアンカーボルトねじ孔と前記アンカーボルトの螺合に伴なって、このアンカーボルトの上端面と前記固定ボルトのねじ杆部の下端面に当接して、このアンカーボルトと前記本体をダブルナット作用による固定状態にすることとなる押圧体が設けられ、押圧体は、アンカーボルトの上端面と固定ボルトの下端面との当接部位が球面状であることを特徴とする前記請求項1に記載のアンカーボルトセッター用ソケット。   An anchor bolt screw hole to be screwed into the anchor bolt is provided in the lower part of the main body having a corner part for rotation on the outer peripheral surface, and a fixing bolt having a square hole for rotation is screwed into the upper part. The anchor bolt screw hole and the fixing bolt are accommodated between the anchor bolt screw hole and the anchor bolt, so that the upper end surface of the anchor bolt and the screw bolt portion of the fixing bolt are below. A pressing body that abuts against the end face and places the anchor bolt and the main body in a fixed state by a double nut action is provided. The pressing body is a contact portion between the upper end surface of the anchor bolt and the lower end surface of the fixing bolt. The socket for an anchor bolt setter according to claim 1, wherein is a spherical shape.
JP2004143414A 2004-05-13 2004-05-13 Socket for anchor bolt setter Expired - Fee Related JP4376125B2 (en)

Priority Applications (4)

Application Number Priority Date Filing Date Title
JP2004143414A JP4376125B2 (en) 2004-05-13 2004-05-13 Socket for anchor bolt setter
TW93118213A TWI316111B (en) 2004-05-13 2004-06-24 Socket for setting anchor bolt
CNB2004100582899A CN100479996C (en) 2004-05-13 2004-08-20 Positioning sleeve of foundation bolt
DE102004046841A DE102004046841B4 (en) 2004-05-13 2004-09-27 Bush for a device for setting anchor bolts

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JP2004143414A JP4376125B2 (en) 2004-05-13 2004-05-13 Socket for anchor bolt setter

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JP2005324269A JP2005324269A (en) 2005-11-24
JP4376125B2 true JP4376125B2 (en) 2009-12-02

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CN (1) CN100479996C (en)
DE (1) DE102004046841B4 (en)
TW (1) TWI316111B (en)

Families Citing this family (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100990440B1 (en) 2008-02-19 2010-10-29 박경찬 Anchor bolt for fixation of stone
KR101077844B1 (en) 2011-04-29 2011-11-07 김재옥 Stone corbel for support device
CN103192350B (en) * 2012-01-10 2015-04-22 北汽福田汽车股份有限公司 Wire cutting tool for stud
US8939046B2 (en) * 2012-02-29 2015-01-27 Electro-Motive Diesel, Inc. Connecting rod bolt having locating features
JP6088326B2 (en) * 2013-04-04 2017-03-01 株式会社東日製作所 Socket for stud bolt tightening
CN106122219A (en) * 2016-08-23 2016-11-16 无锡市东赫金属制品有限公司 A kind of have the bolt increasing threaded rod size
CN106894915B (en) * 2017-03-24 2018-06-08 中国北方发动机研究所(天津) A kind of variable cross-section engine body suture bolt arrangement and its assembly technology

Family Cites Families (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB143984A (en) * 1919-10-06 1920-06-10 William Whelan A new or improved engineers' tool or device for extracting and inserting screw-threaded stud bolts
US2334088A (en) * 1942-08-13 1943-11-09 Aircraft Screw Prod Co Stud driver and extractor
US2488933A (en) * 1947-07-09 1949-11-22 Andrew S F Randolph Driver and extractor for stud bolts and the like
DE1840898U (en) * 1961-09-06 1961-11-02 Henschel Werke G M B H INSERTION FOR PIN SCREWS.
US3769861A (en) * 1972-05-04 1973-11-06 A Kisle Stud wrench
JP2003326471A (en) * 2002-05-08 2003-11-18 Yamashita Kogyo Kenkyusho:Kk Socket for chemical anchor

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Publication number Publication date
DE102004046841A1 (en) 2005-12-08
DE102004046841B4 (en) 2011-02-24
TW200537033A (en) 2005-11-16
CN1695897A (en) 2005-11-16
CN100479996C (en) 2009-04-22
JP2005324269A (en) 2005-11-24
TWI316111B (en) 2009-10-21

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