TW518393B - Amplifying drill and fixing work and ground plot modification construction method thereof - Google Patents
Amplifying drill and fixing work and ground plot modification construction method thereof Download PDFInfo
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- TW518393B TW518393B TW91107067A TW91107067A TW518393B TW 518393 B TW518393 B TW 518393B TW 91107067 A TW91107067 A TW 91107067A TW 91107067 A TW91107067 A TW 91107067A TW 518393 B TW518393 B TW 518393B
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J 丄 五、發明說明〇) 發明所屬技術 本發明主要係有關用於地錨施 先前技冬好 ’· 工之擴大鑽孔裝置。 過去,已知有一種擴 200H475 9號),其於中 衣置(日本特許申請案特開 側面相接近而向挖掘桿 _于之W端設置自彼此以一 度程度左右對稱相互^ 2 3突出之縮小位置旋轉至成90 對挖掘鑽頭,於進退自如〃向倒伏之擴大位置之左右~ 設置壓入挖掘鑽頭之後端二插::夕丨卜管内部之連結桿前端 之鑽頭作動桿,在將遠社 自縮小位置旋轉至擴大位置 端象轉座之缸筒之活夷卢干〗^連結於設在安裝於外管後 態下,-面旋轉一面:::挖掘鑽頭處於縮小位置之狀 活塞桿,藉與其連動之‘ =” 5後,前進作動缸筒之 部,旋轉至擴大位置,於:b :扣壓入挖掘鑽頭之後端 進,藉此,進行以梯級邻連’ 一面旋轉,一面掘 孔。 H卩連接小控孔與大徑孔之錨孔之鑽 由於此擴大鑽孔梦:g:收# 土 本體固定連接於挖掘轉自广也安裝挖掘鑽頭之鑽頭 =大= = ::i等=狀態下,將拉 K泥桌等灌漿,形成錨固體。 :’此擴大鑽孔裝置自鑽頭本體 泥漿等灌漿。 < 山化掘水或水 ϋ二明欲解決之胡擷 習知擴大挖掘裝置若未縮小挖掘鑽頭'拉起挖掘J 丄 V. Description of the invention 0) Technology of the invention The present invention is mainly related to the use of ground anchors to expand the prior art drilling equipment. In the past, there is known an expansion 200H475 No. 9), which is installed in the middle clothes (Japanese Patent Application Special Opening Side is close to the side of the excavation rod _ Yu's W end is set from each other to one degree of symmetry to each other ^ 2 3 Rotate the zoom position to 90 pairs of excavating drills, and then move forward and backward freely to the enlarged position. The two ends are inserted after the press-in excavating drill is set: :: Xi 丨 The inner part of the connecting rod at the front end of the drill rod actuates the rod. The company rotates from the reduced position to the enlarged position. The end of the cylinder is like a transposed cylinder. It is connected to the post-installed state of the outer tube, and the surface is rotated. After the '=' 5 linked to it, move the cylinder barrel forward to rotate to the enlarged position, at: b: press into the excavating drill bit and end it, so as to perform stepwise adjacent rotation while digging holes H 卩 The drill hole connecting the small control hole with the large-diameter hole is due to this expansion of the drilling dream: g : 收 # The soil body is fixedly connected to the excavation, and the drill bit installed in Zhuanguang also has an excavation bit = large = = :: i 等 = In the state, will pull K mud table, etc. Grouting to form an anchor.: ’This enlarged drilling device is self-grouting from the body of the drill bit. ≪ Shanhua Digging Water or Water
518393 五、發明說明(2) 無法將拉伸鋼材插入擴大鑽孔内,惟使左 頭於擴大挖掘部内回復縮小位置合邊 張開之挖掘鑽 抗,極為困難。 S” 土或砂礫等之阻 又,一旦拉起挖掘桿後,將拉伸鋼材將 擴大鑽孔内亦有困難。 水注入管插入 又由於自鑽頭本體前端排出挖掘水或 挖掘鑽頭擴大挖掘之際,挖掘水無法送二妒故有於張開 周邊,或者於張開挖掘鑽頭,攪拌土壤 =*鑽頭前端部 出之灌漿無法送到挖掘鑽頭前端部邊^ ’同樣地,排 [實施例] 攻 < 問喊。 如圖1及圖2所示,於以螺紋式接 之中空外管1之下端,短管狀鑽頭接頭目夂短管 螺入、安$ ’於其内部安裝自下卸r 2螺紋部 鑽頭本體3。 衣卸自如地嵌合之 如圖6至圖9所示,鑽頭本體3报 部3b小之截面圓形,於Α中心邛^ f上部3a之外徑較下 擴大成漏斗狀之中心孔4,於了端貝1^下形$上端部向上 葉片板狀挖掘鑽頭6、6以其後浐 y成凹才曰5,左右一對 轉自如地安裝於此凹槽5内之左而右1部肷合並分別藉樞軸7旋 如圖7所示,左右挖掘鑽頭6 而向外管1前方突出之縮小位彼此以-側面相接近 右對稱’相互背離而橫向倒伏之擴2:=;°度程度左 於鑽頭本體3之上部3a之周面/、大办位置(圖2)。 8 ’此銷8如圖6所示,與設於鑽‘匕设",或複數根銷 、接頭2下端部之釣形凹槽518393 V. Description of the invention (2) It is not possible to insert the tensile steel into the enlarged borehole, but it is extremely difficult for the left head to return to the narrowed position in the enlarged excavation section and close the edge. S ”soil or gravel, etc., once the excavating rod is pulled, it will be difficult to stretch the steel to expand the borehole. The water injection pipe is inserted because the excavating water is discharged from the front end of the bit body or the excavating bit is expanding. The excavation water cannot be sent to the surrounding area, or the excavation bit is opened, and the soil is stirred. * The grout from the front end of the bit cannot be sent to the front edge of the excavation bit. ^ 'Similarly, the [Example] attack < Ask. As shown in Fig. 1 and Fig. 2, at the lower end of the hollow outer tube 1 threaded, a short tubular drill joint is inserted into the short tube, and installed in the inner tube. Threaded part drill body 3. As shown in Fig. 6 to Fig. 9, the drill body 3 has a small circular section, and the outer diameter of the upper part 3a of the upper part 3a of the center A is enlarged to a funnel. The center hole 4 is shaped like a scallop 1 ^ lower shape. The upper end of the blade is a plate-shaped digging drill bit 6 and 6, and then it is recessed to 5 and a pair of left and right can be installed in this groove 5 freely. The left and right cymbals are merged respectively by pivot 7 as shown in Figure 7, and the left and right digging bit 6 is outward. 1 The narrowing positions of the front protrusions are close to each other with-the sides are close to the right and symmetric, and they are away from each other and the lateral lofts are expanded 2: =; ° degrees are left to the peripheral surface of the upper part 3a of the drill body 3 /, the large office position (Figure 2). 8 'This pin 8 is shown in Fig. 6, with a drill-shaped groove provided in the drill', or a plurality of pins and the lower end of the joint 2.
C:\2D-C0DE\91-06\91107067.ptd $ 6頁 五'發明說明(3) 9扣合。 釣形凹槽9由自鑽 9a,以及與此縱向凹二2下端向上深切形成之縱向凹槽 鑽孔時之旋轉方向相;連接,自其上端部,沿與外管1 成,使銷8自直下# 之方向橫向彎曲之橫向凹槽9b構 其氧上端與橫向凹而&切口人與·縱向凹槽9a扣合,m 以及外管"咖進V相扣/ ’抑制銷8沿上下方向之移動 如地保持鑽頭本體3;鑽頭::向之移動,藉此,裝卸白 亦即,如圖6所示,由於少t 9b扣合狀態、Τ,外管在銷8與鉤形凹槽9之橫向凹槽 ^ ^ ^ ^ 9 a ^ ^ ^ ^ ^ ^ 緊固於橫向凹^9a之乂 1方向相反之方向旋轉時,銷8 向旋轉,可^ f ^則柒,故鑽頭本體3與外管1沿相同方 H τ猎挖掘鑽頭Θ、6鑽孔。 另一方面,由於方冰& 之彎曲方π m、卜& 1與鑽頭接頭2 —起沿橫向凹槽9b 昇外管1,即如圖](1脱 内,故若於此狀態下,上 拔出,斑& π / 斤不,銷8自縱向凹槽9a之下端敞開部 於鑽頭iL之= 員本體3自鑽頭接頭2脫離分開。 部之遮蔽板,_此防蓋釣形凹槽9外周側之敞開 部,阻礙銷8之移動。此挖掘土等進入鉤形凹槽9内 間二螺ϊ i ϊ頭連結必要數目之短管之内管於其周圍保持 於内= = !管1之内部。 引而向下突設搗棒1 3,用來於其向下壓入C: \ 2D-C0DE \ 91-06 \ 91107067.ptd $ 6 pages 5. Description of invention (3) 9 buckle. The fishing groove 9 is composed of the self-drilling 9a and the rotation direction of the longitudinal groove formed when the longitudinal groove 2 and the lower end of the longitudinal groove 2 are deep cut upwards; the connection is from the upper end thereof to the outer tube 1 so that the pin 8 The lateral groove 9b that is bent laterally from the direction of the straight ## structure has its oxygen upper end and the lateral groove & the cutout is engaged with the longitudinal groove 9a, m and the outer tube " Cajin V phase buckle / 'inhibit pin 8 along The movement in the up-and-down direction holds the drill body 3 as it is; the drill bit: moves toward it, whereby the loading and unloading is white, that is, as shown in FIG. 6, due to the t 9b buckle state, T, the outer tube is in the pin 8 and hook shape Horizontal groove of groove 9 ^ ^ ^ ^ 9 a ^ ^ ^ ^ ^ ^ When fastened to the lateral groove ^ 9a, the direction of 乂 1 is opposite to the direction, the pin 8 rotates, and ^ f ^ is 柒, so the drill bit The main body 3 and the outer pipe 1 are drilled along the same side H τ hunting and excavating drill bits Θ, 6. On the other hand, because of the square π m of the square ice & bu & 1 and the drill joint 2 rise the outer tube 1 along the transverse groove 9b, as shown in the figure] (1 is off the inside, so if it is in this state , Pull up, spot & π / catapult, pin 8 is opened from the lower end of the longitudinal groove 9a to the drill iL = the body 3 is separated from the drill joint 2. The shielding plate of the part, this anti-cap fishing shape The open part on the outer peripheral side of the groove 9 hinders the movement of the pin 8. This excavation soil and the like enter the inner space of the hook-shaped groove 9 with two snails i. The hoe is connected with the necessary number of short pipes. ! The inside of the tube 1. A plunger 1 3 is protruded downwards to press it down.
518393 五、發明說明(4) 4,插入鑽頭本體3之中心孔4内,將漣退自如地福持;之鑽 碩作動棒1 2往下壓,張開挖掘鑽頭6、6。 於鑽頭本體3設置自其上端周圍貫通下方&凹槽5之底面 及鑽頭前端之流出通路14,將通經此通路壓送於老管&間 2挖掘小或水泥漿等地基鞏固用灌毁噴射於鑽頭本體3之 夕卜部。 顺:出通路14之下端開口以一端藉小螺釘等固定於鑽頭本 之言曲自如橡膠板等製成之止回閥 外部之泥水等之逆流。 右;二所示挖掘鑽頭6、6之縮小狀態中,如圖9所示,左 至、6處於其後端部6’之相向内側之角隅部突出 至中〜孔4則端開口之前方之位置, 巧島和使中心孔4内之鑽頭作動棒心;;使: := 左 為中二,'點之力矩作用,挖掘鑽頭6、6分別以樞車由7 心,相互橫向背離旋轉,如 平或傾斜橫向)之擴大挖掘位置。 張大向(水 構藉圖12及圖13所示附設活塞式缸筒機 心将压之/舌基式缸筒來進行。 周亡π置由上部轉心…以及旋轉自如沿其 下部設置由螺之飯筒部’又,於其 及旋轉自如Μ用二ϊ a下部而連結之下部轉心16b以 給、排水部。口 套入之圓筒狀下部外殼17b構成之.518393 V. Description of the invention (4) 4. Insert it into the center hole 4 of the drill body 3, and retreat freely; the drill master rod 1 2 is pushed down, and the digging bits 6 and 6 are opened. The drill body 3 is provided with an outflow passage 14 penetrating through the bottom of the & groove 5 and the front end of the drill from the periphery of the upper end of the drill body 3, and pressure-feeds the old pipe & Destroyed on the night of the drill body 3. Shun: The lower end of the outlet passage 14 is fixed at the end by a small screw or the like to the drill bit. The check valve made of rubber plate etc. is countercurrent to the mud and water outside. Right; In the reduced state of the excavating drill bits 6, 6 shown in Fig. 2, as shown in Fig. 9, the left to 6 corners at the rear end 6 'of the corners facing to the inside protrude to the middle ~ the hole 4 is in front of the end opening In the position, Qiaodao and the drill bit in the center hole 4 acted as the center of the rod; make: == the left is the center of the second point, the moment of the point, the excavating bits 6, 6 are pivoted from the center by 7 centers, and rotate away from each other (Such as flat or inclined horizontal) to expand the digging position. Zhang Daxiang (The water structure is carried out by the piston cylinder core attached to the piston cylinder base shown in Figure 12 and Figure 13. Zhou Zhou Pi centered from the upper center ... The rice tube section 'and, in its rotation and freely M with two lower parts a and a lower part connected to the center 16b to the water supply and drainage. The cylindrical lower casing 17b is inserted into the mouth.
518393 五、發明說明(5) 於上部轉心1 6a之軸心部,沿轉心軸心設置缸室丨8,於 、上下側部設置加壓油等流體之流通路丨9a、丨9b,復於上 部外殼17a,在其内周面,設置流通口 21a、21b,其與流 ^路19&、19b連通’經由設成環狀之流通槽20a、20b流 3¾ 〇 於轉〜1 6a及下部轉心丨6a之軸心部設置用來從缸室 9<5^下知進退自如向下插通進退作動内管22之通孔23a、 *壯’於i對此插通之進退作動内管2 2之缸室1 8插通之部份 文衷沿著缸管18,密接其内周面進退之活塞24。 ::部轉心l6b上部設置自沿通孔23b周面設成環狀並上 大之流通槽25主轉4周部之水或空氣等流體之流 = 26’復於下部外殼16b,在其内周面,設置與流通路 I,經由设成環狀之流通槽2 7流通之流通口 2 8,更於 作動内管22,在其進退作動之距離内經常可與流通槽 z (連通之位置,設置流通孔29。 於下部轉心1 6b下部設置與設於下端部之外管連社開口 3〇連通之外部流路31,自此外部流路31至下部轉心之 =置流通路32 ’又,於下部外殼17b,在其内周面設 口= 了通路32連通,經由設成環狀之流通槽33流通之流通 如圖3及圖4所示,於轉座1 6經由螺紋式接 11於此進退作動内管22,與其相接,依序j,連、·,σ内g ^ Ί ^ β 結必晷數目之 ^ 1 ,同時,經由嫘紋式接頭連結外管 之外管連結開口30,進-步與其相接,依岸7部轉心16b I序經由螺紋式接518393 V. Description of the invention (5) A cylinder chamber is provided along the axis of the upper rotation center 16a, and a flow path of fluid such as pressurized oil is provided at the upper and lower sides. 9a, 9b, It covers the upper case 17a, and on its inner peripheral surface, flow ports 21a and 21b are provided, which communicate with the flow paths 19 &, 19b, and flow through the circulation grooves 20a and 20b formed in a loop 3¾. The shaft center of the lower turning center 6a is provided for inserting and retreating from the cylinder chamber 9 < 5 ^ to the lower and lower openings, and the through holes 23a and * zhuang 'of the inner tube 22 are used to move the forward and backward movements of the inserted pipe. A part of the cylinder chamber 18 of the pipe 22 is inserted through the cylinder pipe 18, and the piston 24 advancing and retreating on the inner peripheral surface thereof is closely contacted. :: The upper part of the center of rotation 16b is provided with a large circulation groove 25 formed in a ring shape along the peripheral surface of the through hole 23b. The flow of water or air and other fluids in the 4th part of the main revolution = 26 'is restored to the lower casing 16b. The inner peripheral surface is provided with a flow path I, and a circulation port 28 which circulates through a circulation groove 2 7 provided in an annular shape. It is also used to actuate the inner tube 22 and can often communicate with the circulation groove z (connecting Position, the flow hole 29 is provided. The lower flow center 16b is provided with an external flow path 31 communicating with the opening 30 connected to the pipe joint company outside the lower end. From this external flow path 31 to the lower turn center = the flow path 32 ', in the lower case 17b, an opening is provided on the inner peripheral surface of the lower case 17b to communicate with the passage 32, and the circulation through the circulation groove 33 provided in a ring is shown in Figs. 3 and 4, and the turntable 16 is threaded. The joint 11 moves forward and backward to actuate the inner tube 22, which is connected to it in sequence, j, connect, ·, σ inside g ^ Ί ^ β knot number ^ 1, and at the same time, the outer tube is connected to the outside through a 嫘 pattern joint The tube is connected to the opening 30, and is connected to it step by step.
\\312咖她\91高\91_67.则 IISIBi\\ 312Kashe \ 91 高 \ 91_67. Then IISIBi
五、發明說明(6) 要數目之外管1,藉此,構成鑽孔桿。 作動内Hi内1卜管附設機構之圓式’配置成於連結進退 心,在對r :、内官11之連接内管35之外周面,相對於其軸 平滑表置形成平滑面36、36,具有密接平滑面36之 =匕=藉由焊接等固定於與此平滑面3“目對ΐ 管11進退自, 一面使連結於進退作動内管22之内 旋轉力傳— ί經由連接外管37之凸部,將外们之 於内管11 ίί内官35及内管11 ’内外管同時旋轉。 仵持内总 之使用處所安裝小片狀隔件39,其用來 俅符内官11於外管1之中心部。 木 定嗔嘴管4^ 1 1戶f不’於挖掘鑽頭6、6,自其後端至前端固 ,連結此喷嘴管4°後端與開口於凹槽5底面之 合端之連結管4°,使用彎曲及伸縮自如之軟質 小時i::Ϊ性官,配置成可配合挖掘鑽頭6、6擴大縮 部,且:亦可配置成自不僅設於噴嘴管4°之中間 擴大π ir邱二剛螭部附近之噴射孔喷射挖掘水或灌聚’對 擴大挖掘冑份全體均等噴射挖掘水或灌t。 安求防止噴嘴受到損•,較佳地喷嘴管40 鑽頭奴轉時成為旋轉方向之背面之一側)。 〔於 之圖1圖19係顯示使用上述構造之外管1進行固定施卫 頭6、6狀ίΐ式丄首ί ’如圖15所示,於縮小左右挖掘鑽 所雨深产I卜,、f错轉座16旋轉外管1,一面掘進,至 而'又”、、,進行大致與外管1同形之小徑鑽孔。 _ 第10頁 C:\2D-OODE\91-06\91107067.ptd 518393 五、發明說明(7) 亚且,於此縮小狀態下,自轉 通口 21a,經由流通槽2〇a及流 :外殼17a之流 筒室1 8之上部内,使路1 9a將加壓油壓入缸 之内管11以及辎π ^ 〇和進退作動内管22、盥直連紝 之网吕11以及鑽碩作動棒12前進,乂…、連、、、口 6、6之後端部6、6,,在挖掘鑽頭6 推麼挖掘鑽頭 狀態下,進行固定本體部之大徑擴大^開至擴大位置之 深度為止,藉此’如圖1 6所示,』上述小句至:達到所需 接,形成擴大挖掘部,進行全體且不、^之鑽孔部連 之鑽孔。 現仃王奴具有不同大小徑之梯級部 方、進行上述大小鑽孔之際,連結給水軟管於亡 =内通?流通槽33及流通路32,將抱掘水壓送至ί:; 〜路31内,自外管!與内管u間 、卜邛 擴大挖掘至所需深度後,保持張開挖掘鑽頭6、6 :巧大挖掘位置’—面旋轉’一面拉起外Η,同時,連 ^备漿軟管於轉座16之流通σ34,通過流通槽33及流通路 3^將水泥料地基鞏固灌t壓送人外部流賴内,自内 外官間之外管流路,通過流通路14,開啟止回閥15,自 頭本體3前端將灌漿喷射入地基中,藉此,一面以旋轉之 鑽頭6、6攪拌挖掘土,一面將灌漿攙入擴大挖掘部之挖掘 剖面全體。 其次’再度邊旋轉邊下降外管1,一面更均一攪拌挖掘 土和灌漿,一面使前端之鑽頭本體3位於擴大鑽孔部之底V. Description of the invention (6) The number of outer pipes 1 is required, whereby a drilling rod is constructed. The circular type of the attachment mechanism of the inner Hi 1 inner tube is configured to be connected to the center of advance and retreat. On the outer peripheral surface of the inner tube 35 connected to r: and inner official 11, a smooth surface 36, 36 is formed relative to its axis. The smooth surface 36 with tight contact = dagger = fixed to this smooth surface 3 by welding or the like. The pipe 11 advances and retreats from one side, while the inner rotational force transmitted to the inner pipe 22 connected to the advancing and retreating is transmitted—through the outer pipe The convex part of 37 rotates the outer members on the inner tube 11 and the inner tube 35 and the inner tube 11 'simultaneously. The inner and outer tubes are rotated at the same time. A small sheet-shaped spacer 39 is installed in the holding place for internal use. The central part of the outer pipe 1. The wood pipe is 4 嗔 1 and the 1f is not connected to the digging bits 6,6. It is fixed from the rear end to the front end, and connects the 4 ° rear end of the nozzle tube with the opening at the bottom of the groove 5. The connecting tube at the joint end is 4 °, and it is flexible and flexible to use. I :: Sexuality, it can be configured to expand the shrinkage with the digging bit 6, 6, and can also be configured not only in the nozzle tube 4. ° In the middle of the expansion π ir Qiu Ergang's spray hole near the spraying hole to spray digging water or to gather together ' Shoot to dig water or irrigate the water. To prevent the nozzle from being damaged, it is preferred that the nozzle tube 40 becomes one side of the back surface in the direction of rotation when the drill bit is turned.) [Fig. 1 to Fig. 19 show the use of the above structure outside the tube 1 Fix the head 6 and 6 of the guard head. As shown in FIG. 15, in the left and right excavation drills, the depth of the rain is deep, and the staggered seat 16 rotates the outer tube 1 while digging. "又" 、、, Small-diameter drilling with the same shape as the outer tube 1 is performed. _ Page 10 C: \ 2D-OODE \ 91-06 \ 91107067.ptd 518393 V. Description of the invention (7) In this reduced state, the rotation port 21a passes through the circulation groove 20a and the flow: housing In the upper part of the cylinder chamber 17a of 17a, the channel 19a pressurizes the pressurized oil into the inner tube 11 and 辎 π ^ 〇 of the cylinder, and the inner tube 22 is moved forward and backward, and the net 11 and the drill master are operated. The rod 12 advances, and the end portions 6, 6, after the mouths 6, 6 of the joints 6 and 6, expand the large diameter of the fixed body part to the depth of the expanded position while the excavating bit 6 pushes the excavating bit. Therefore, as shown in FIG. 16, the above sentence is as follows: the required connection is formed, an enlarged excavation section is formed, and the entire drilling section is not drilled. At present, when the king slaves have stepped parts of different sizes and diameters, the water supply hose is dead when they are drilled as described above. The circulation tank 33 and the flow path 32 send the digging water pressure to ί: ~ inside the road 31, from the outer tube! After expanding the excavation to the required depth with the inner tube u, the digging bit 6 and 6 are kept open: the excavation position is large and the outer cymbal is pulled up at the same time. The circulation σ34 of the seat 16 is used to consolidate the cement material foundation through the circulation groove 33 and the flow path 3 ^ and pressurize it to the outside. From the inside and outside the official pipe, the flow path 14 opens the check valve 15 From the front end of the head body 3, the grout is sprayed into the foundation, thereby, while the excavating soil is stirred by the rotating drill bits 6, 6, the grout is poured into the entire excavation section of the enlarged excavation section. Next ’while lowering the outer tube 1 while rotating again, the soil and grouting are evenly stirred while the front end of the drill body 3 is located at the bottom of the enlarged drilling portion
II C:\2D-C0DE\9i.06\9H07067.ptd 第11頁 518393 五、發明說明(8) 部。 於此狀態下,沿凹槽、7之止端鉤形部之彎曲方向將外管工 與鑽頭接頭2旋轉一部份後,使外管1上昇些許,藉此,&使 銷8自橫向凹槽9b移至縱向凹槽9a,此後,自縱向凹槽9& 之下端敞開部拔出,藉此,如圖1 8所示,使鑽頭本體& = 離鑽頭接頭2,與其分開。 丨» 於將鑽頭本體3拆開後,在外管仍留在擴大挖掘部底狀 態下,將内管11拉至地上,把固定用拉伸鋼材41插入_内 騰空之外管1内’並且將外拉至地上’ #由摻入攪拌1 之灌漿冬硬化,完成圖1 9所示錨固體4 2。 如此製成之錨固體42不僅隨著其外周面積增大, 增大,且藉由梯級部之壓力支承面之剪切耐力,保持^大 度相較於僅利用摩擦抵抗之等徑1㈣,可縮短 其:欠二在=用亡述擴大鑽孔裝置進行地基改良施工情形 琶之:匕疋施工情形,在挖掘鑽頭6、6處於縮小‘ ^狀怨下’ -面旋轉外管1,-面掘進至改良部:之上 知冰度,此後,將挖掘鑽頭β、6旋轉至 狀態下,一面旋轉外管1,一 s大位置’於k向 次,保持張開此挖掘鑽頭6、6 ^大挖掘至改良深度,其 卜-面拉昇至改良部份上端深声擴大;立置’ -面旋轉外管 體3之前端注入水泥漿等地 ς,與此同時,自鑽頭本 掘砂土中,更如同上述固定土施革工口、灌毁、擾拌攙混於挖 1和挖掘鑽頭6、6,並且抵m價形,邊鉍轉邊下降外管 且拆離鑽頭本體3,拉起外和内II C: \ 2D-C0DE \ 9i.06 \ 9H07067.ptd Page 11 518393 V. Description of Invention (8). In this state, after rotating the outer plumber and the bit joint 2 partly along the bending direction of the hook portion of the groove and the end of 7, the outer tube 1 is raised a little, thereby, & The groove 9b is moved to the longitudinal groove 9a, and thereafter, it is pulled out from the open portion at the lower end of the longitudinal groove 9 & thereby, as shown in FIG. 18, the drill body &丨 »After disassembling the drill body 3, with the outer tube still at the bottom of the enlarged excavation section, pull the inner tube 11 to the ground, insert the tensile steel 41 for fixing into the inner tube and vacate the outer tube 1 ', and Pull out to the ground '# Winter hardening by the grout mixed with stirring 1 to complete the anchor 4 2 shown in FIG. 19. The anchor body 42 thus made not only increases with the increase of its outer peripheral area, but also maintains a high degree of shear resistance of the pressure bearing surface of the step portion compared to the equivalent diameter of 1㈣ using only friction resistance. Shorten it: Oujie = Construction situation of improving the foundation with the extended drilling device described below: The construction situation of the dagger, in the excavation bit 6, 6 is in the shrinking '^ shape resentment'-surface rotating outer tube 1,-surface Digging to the improvement department: the ice degree is known above, after that, the digging bit β, 6 is rotated to the state, while rotating the outer pipe 1, a large position s in the direction of k, keep opening the digging bit 6, 6 ^ Large excavation to the improvement depth, its surface is raised to the upper end of the improved part, and it is deepened and expanded; standing up-the front surface of the outer pipe body 3 is filled with cement slurry and other places. At the same time, the sand is excavated from the drill bit. In the middle, it is more like fixing the soil tanning mouth, smashing, disturbing and mixing the digging 1 and the digging bits 6, 6 and meeting the valence of m. When the bismuth is turned, the outer tube is lowered and the drill body 3 is detached. From outside and inside
C:\2D-CODE\91-06\91107067.ptd 第12頁 Μ 518393 五、發明說明(9) 管11 ’藉此,形成凝固擴大挖掘部份夕> 柱。 之挖掘砂土之改良土 藉由鄰接地基形成多數個此種改良施I蝴 高效率挖掘改良部”外之部份,改良部;均;:=而 掘’可形成直徑均荨之改良土柱,可形# 、 /、 沒有未改良部份之緊密改良地基。 y ; Μ接土柱之間 且於上述工法施工之際,固然連結灌漿軟管於 ,通口 34,通過流通槽33及流通路32,將挖掘水:ς 等地基輩固灌漿壓送入外部流路31内,一 路,自本體3之流出孔14喷出,惟亦可經由内管\卜^^ 流路壓送挖掘水或地基鞏固灌漿。 心丨ΛΙ吕 β亦即’於此情形下’如圖5所示,在内扣下部設 壓达入其内部之挖掘水或地基鞏固灌漿流入外管丨 出孔43 ’於其上方之外周’密貼外管卜内周面安裝用: 防止流出之挖掘水或灌漿流至上方之襯墊44。 ^ 、連結給水軟管或灌漿軟管於轉座16之流通口以,通過流 曹27及流通路26,自流通孔29,將挖掘水或地 =壓=内管^内,使其自内管流路下端之流出孔42流至 外管流路,經由流通路14,自鑽頭本體3之前端 發明效果 如以上,根據本發明,藉由沿與鑽孔時之旋轉方向相反之 方向旋轉而上昇外管,自設於鑽頭接頭之鉤形凹槽之下端 敞開部拔出突設於鑽頭本體之銷,可使鑽頭本體脫離鑽頭 接頭,簡單與外管分開,於其分開後,可容易通過C: \ 2D-CODE \ 91-06 \ 91107067.ptd Page 12 Μ 518393 V. Description of the invention (9) Tube 11 ′ As a result, a solidified and enlarged digging part column is formed. The improved soil for excavating sandy soil forms a plurality of such improved parts by adjoining the foundation. The high-efficiency excavation and improvement section is outside the improvement section; both; = and digging can form an improved soil column with a uniform diameter. , 可 形 #, /, Tightly improved foundation without unimproved parts. Y; M is connected between the soil columns and during the construction method described above, although the grouting hose is connected to the port 34 through the circulation groove 33 and the circulation Road 32, digging water: ς and other ground solid grouting pressure is fed into the external flow path 31, all the way, it is sprayed from the outflow hole 14 of the body 3, but the digging water can also be sent through the inner pipe \ 卜 ^^ flow path Or the foundation consolidation grouting. The heart 丨 ΛΙ 吕 β means 'in this case', as shown in Figure 5, the excavated water or foundation consolidation grouting flowing into the outer pipe 丨 exit hole 43 is placed in the lower part of the inner buckle to reach its interior. The upper outer periphery is closely attached to the outer pipe and the inner peripheral surface is installed to prevent the outflow of digging water or grout from flowing to the upper pad 44. ^, Connect the water supply hose or grout hose to the circulation opening of the turntable 16, Excavation of water or ground = pressure = inner pipe through flow hole 27 and flow path 26 from the flow hole 29 So that it flows from the outflow hole 42 at the lower end of the inner tube flow path to the outer tube flow path, and through the flow path 14, the effect of the invention from the front end of the drill body 3 is as above. According to the present invention, Rotate in the opposite direction to raise the outer tube, and pull out the pin protruding from the drill body from the open end provided at the lower end of the hook-shaped groove of the drill joint, so that the drill body can be separated from the drill joint and simply separated from the outer pipe and separated from it. Can be easily passed
518393518393
518393 五、發明說明(11) 11 内管 12 鑽頭作動棒 13 搗棒 14 流出路 15 止回閥 16 轉座 16a 上部轉心 16b 下部轉心 17a 上部外殼 17b 下部外殼 18 缸室 19a 流通路 19b 流通路 20a 流通槽 20b 流通槽 21a 流通口 21b 流通口 22 進退作動内管 23a 通孔 23b 通孔 24 活塞 25 流通槽 26 流通路 27 流通槽518393 V. Description of the invention (11) 11 Inner tube 12 Bit actuation rod 13 Punch 14 Outflow path 15 Check valve 16 Sleeve 16a Upper center 16b Lower center 17a Upper case 17b Lower case 18 Cylinder chamber 19a Flow path 19b Circulation Circuit 20a flow channel 20b flow channel 21a flow port 21b flow port 22 forward and backward action inner tube 23a through hole 23b through hole 24 piston 25 flow channel 26 flow path 27 flow channel
圓illRound ill
III C:\2D-OODE\91-06\91107067.ptd 第15頁 518393 五、發明說明(12) 28 流通口 29 流通?L 30 外管連結開口 31 外部流路 32 排出路 33 流通槽 34 流出口 35 連接内管 36 平滑面 37 連接外管 38 凸部 39 隔件 40 喷嘴管 40, 連結管 41 拉伸鋼材 42 錨固體 43 流出孔 44 襯墊III C: \ 2D-OODE \ 91-06 \ 91107067.ptd Page 15 518393 V. Description of the invention (12) 28 Circulation port 29 Circulation? L 30 Outer pipe connection opening 31 Outer flow path 32 Discharge path 33 Flow channel 34 Outlet 35 Connected to inner tube 36 Smooth surface 37 Connected to outer tube 38 Convex 39 Separator 40 Nozzle tube 40, Connecting tube 41 Stretched steel 42 Anchor 43 Outflow hole 44 Gasket
C:\2D-CODE\91-06\91107067.ptd 第16頁 518393C: \ 2D-CODE \ 91-06 \ 91107067.ptd Page 16 518393
518393 圖式簡單說明 圖U係顯示用於本發用妒女μ j尸狀里 作動態樣之縱剖正視圖擴大挖掘衣置之轉座之内管前進 =13本發,連接外管部份之橫剖平面圖。 之:剖本發明擴大鑽孔裝置進行小徑鑽孔之狀態 縱=:;示藉本發明擴大鑽孔裝置進行擴大鑽孔狀態之 圖17係顯示—面藉本發明擴大鑽孔裝置喷射地基輩 水j 一面藉挖掘鑽頭攪拌擴大鑽孔部之土之狀態之縱剖視 圖0 圖1 8係顯示藉本發明擴大挖掘裝置分開 外管之一態樣之縱剖正視圖。 版拉起 圖1 9係顯示藉本發明擴大鑽孔裝置築成錨固體之 視圖。 敬Μ正518393 Brief description of the drawing Figure U is a longitudinal sectional front view of a jealous female corpse used for the hair of this hair to expand the inner tube of the transposition of the excavation gear forward = 13 hair, connected to the outer tube A cross-sectional plan view. In the figure: the state of the present invention to expand the drilling device for small-diameter drilling longitudinally = :; Figure 17 shows the use of the present invention to expand the drilling device to expand the state of drilling Figure 17 shows-by the present invention to expand the drilling device spray foundation The water j is a longitudinal sectional view of the state of expanding the soil of the drilling part by the excavation bit while stirring. Fig. 18 is a longitudinal sectional front view showing an aspect of separating the outer pipe by the expanding excavation device of the present invention. Drawing up Fig. 19 is a view showing the anchoring device constructed by expanding the drilling device according to the present invention. Jing M Zheng
Claims (1)
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TW91107067A TW518393B (en) | 2002-04-09 | 2002-04-09 | Amplifying drill and fixing work and ground plot modification construction method thereof |
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TW91107067A TW518393B (en) | 2002-04-09 | 2002-04-09 | Amplifying drill and fixing work and ground plot modification construction method thereof |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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TWI846320B (en) * | 2023-02-10 | 2024-06-21 | 舜盈鑫實業有限公司 | Fluid direction transfer device with strengthening ring |
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2002
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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TWI846320B (en) * | 2023-02-10 | 2024-06-21 | 舜盈鑫實業有限公司 | Fluid direction transfer device with strengthening ring |
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