JP3173014U - Low head drilling rig - Google Patents

Low head drilling rig Download PDF

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JP3173014U
JP3173014U JP2011006448U JP2011006448U JP3173014U JP 3173014 U JP3173014 U JP 3173014U JP 2011006448 U JP2011006448 U JP 2011006448U JP 2011006448 U JP2011006448 U JP 2011006448U JP 3173014 U JP3173014 U JP 3173014U
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casing
screw
main body
driving means
apparatus main
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章 時宗
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三和機工株式会社
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Abstract

【課題】天井高さが低い場所で、基礎杭用のケーシングを打ち込むための掘削装置であって、装置全体を小型化でき、構造を簡素化できる低空頭型掘削装置を提供する。
【解決手段】掘削作業すべき地盤上に敷設された左右一対のレール1,1と、縦断面略門形に形成され、レール1,1に沿って前後方向に走行可能な装置本体2と、装置本体2内において装置本体2の上限位置とその下方の所要位置との間を昇降する昇降体3と、昇降駆動手段4とを設ける。さらに、ケーシング回転駆動手段及びスクリュー回転駆動手段と、ケーシング回転駆動手段の連結部にケーシング上端部が連結される継ぎ足し可能な短尺ケーシング7と、スクリュー回転駆動手段の連結部にスクリュー軸上端部8bが連結される継ぎ足し可能な短尺スクリュー8と、装置本体2の一端側に設けられた吊り込み手段9とを備え、吊り込み位置と掘削位置との間で装置本体2を走行させるようにした。
【選択図】図1
An excavation apparatus for driving a casing for a foundation pile in a place where the ceiling height is low, and the low-head drilling apparatus capable of downsizing the entire apparatus and simplifying the structure is provided.
A pair of left and right rails 1 and 1 laid on the ground to be excavated, a device main body 2 formed in a substantially gate-like longitudinal section and capable of traveling in the front-rear direction along the rails 1 and 1; In the apparatus main body 2, an elevating body 3 that elevates and lowers between an upper limit position of the apparatus main body 2 and a required position below the apparatus main body 2 and elevating drive means 4 are provided. Further, the casing rotation driving means and the screw rotation driving means, the short casing 7 that can be added to the connecting portion of the casing rotation driving means, and the screw shaft upper end portion 8b at the connecting portion of the screw rotation driving means. A short screw 8 that can be connected and a suspension means 9 provided on one end side of the apparatus main body 2 are provided, and the apparatus main body 2 is caused to travel between the suspension position and the excavation position.
[Selection] Figure 1

Description

本考案は、トンネル内や高架下等のように上空空間の狭い場所に基礎杭用のケーシングを打ち込むための低空頭型掘削装置に関するものである。   The present invention relates to a low-headed excavator for driving a casing for a foundation pile into a narrow space such as in a tunnel or under an elevated space.

従来の低空頭型掘削装置として、例えば下記特許文献1に記載されたものがある。この低空頭型掘削装置は、掘削台座部を有するベースマシン上にフレームを介して所定の高さ位置に配設され、掘削台座部上から前方へ突出する左右一対の可動レールを有する水平架台と、可動レールの延びる方向に沿って移動可能に配置されるキャリッジと、キャリッジを水平駆動させるアクチュエータと、キャリッジに昇降可能に吊り下げ支持される掘削機とを備え、キャリッジが掘削機を吊り下げ支持した状態で可動レールの突出した位置と掘削台座部との間で往復動可能としたものである。   As a conventional low head type excavator, for example, there is one described in Patent Document 1 below. The low-headed excavator includes a horizontal base having a pair of left and right movable rails that are disposed on a base machine having an excavation pedestal portion at a predetermined height via a frame and project forward from the excavation pedestal portion. The carriage includes a carriage movably disposed along the extending direction of the movable rail, an actuator for horizontally driving the carriage, and an excavator supported to be lifted and lowered by the carriage, and the carriage supports the excavator to be suspended. In this state, the movable rail can reciprocate between the protruding position of the movable rail and the excavation base.

特開2010−106615号公報JP 2010-106615 A

上記特許文献1に記載の低空頭型掘削装置では、装置全体が可なり大型化すると共に、構造が複雑で、作業がし難いというような問題がある。   In the low-headed excavation apparatus described in Patent Document 1, there is a problem that the entire apparatus is considerably enlarged and the structure is complicated and the work is difficult.

本考案は、上記の事情に鑑みて、装置全体を小型化できると共に、構造を簡素化でき、作業をし易くした低空頭型掘削装置を提供することを目的とする。   The present invention has been made in view of the above circumstances, and an object of the present invention is to provide a low-headed excavator capable of reducing the size of the entire apparatus, simplifying the structure, and facilitating the operation.

上記課題を解決するための手段を、後述する実施形態の参照符号を付して説明すると、請求項1に係る考案の低空頭型掘削装置は、地盤上に敷設された左右一対のレール1,1と、左右側枠体10,10及び両側枠体10,10をつなぐ連結部材11によって縦断面略門形に形成され、レール1,1に沿って前後方向に走行可能な装置本体2と、装置本体2内の上限位置とその下方の所要位置との間を昇降する昇降体3と、昇降体3を昇降駆動する昇降駆動手段4と、昇降体3に設けられたケーシング回転駆動手段5及びスクリュー回転駆動手段6と、ケーシング回転駆動手段5の連結部21にケーシング上端部が連結される継ぎ足し可能な短尺ケーシング7と、このケーシング7内に挿入され、スクリュー回転駆動手段6の連結部25にスクリュー軸上端部8bが連結される継ぎ足し可能な短尺スクリュー8と、装置本体2の前端側上部に設けられた吊り込み手段9とを備え、吊り込み手段9によりケーシング7及びスクリュー8を左右レール1,1間の所要箇所に吊り込む吊り込み位置(図1の(a) )と、ケーシング7及びスクリュー8を夫々回転駆動手段5,6の連結部21,25に連結して回転させながら昇降駆動手段4により押し込んで掘削する掘削位置(図1の(b) )との間で装置本体2をレール1に沿って移動させるようにしたことを特徴とする。   Means for solving the above problems will be described with reference numerals in the embodiments described later. A low-headed excavator according to claim 1 is a pair of left and right rails 1 laid on the ground. 1, a device main body 2 that is formed in a substantially gate-like longitudinal section by a connecting member 11 that connects the left and right side frame bodies 10 and 10 and the both side frame bodies 10 and 10, and that can travel in the front-rear direction along the rails 1 and 1; A lifting body 3 that moves up and down between an upper limit position in the apparatus main body 2 and a required position below it, a lifting drive means 4 that drives the lifting body 3 up and down, a casing rotation driving means 5 provided on the lifting body 3, and The screw rotation drive means 6, the short casing 7 that can be added to the upper end of the casing is connected to the connection portion 21 of the casing rotation drive means 5, the inserted into the casing 7, and the connection portion 25 of the screw rotation drive means 6. The An extendable short screw 8 to which the Liu shaft upper end 8b is connected, and a suspension means 9 provided on the upper part of the front end side of the apparatus main body 2 are provided. The casing 7 and the screw 8 are connected to the left and right rails 1 by the suspension means 9. , 1 and the hanging position (FIG. 1 (a)), the casing 7 and the screw 8 are respectively connected to the connecting portions 21 and 25 of the rotation driving means 5 and 6 and rotated up and down. The apparatus main body 2 is moved along the rail 1 between the excavation position (FIG. 1 (b)) pushed by means 4 and excavated.

請求項2は、請求項1に記載の低空頭型掘削装置において、前記ケーシング7及びスクリュー8による地盤掘削時に装置本体2に作用する上向きの反力を受ける反力受け37を、装置本体2とレール1との間に介設してなることを特徴とする   A second aspect of the present invention provides a low-headed excavation apparatus according to the first aspect, wherein a reaction force receiver 37 that receives an upward reaction force acting on the apparatus main body 2 during ground excavation by the casing 7 and the screw 8 is provided with the apparatus main body 2. It is characterized by being interposed between the rails 1

請求項3は、請求項1又は2に記載の低空頭型掘削装置において、前記ケーシング7及びスクリュー8による地盤掘削時に装置本体2に作用する回転方向の反力を受ける反力受け38を、装置本体2の左右側枠体10とトンネルT等の外部構造物との間に介設してなることを特徴とする。   According to a third aspect of the present invention, in the low-headed excavation apparatus according to the first or second aspect, the reaction force receiver 38 that receives a reaction force in the rotational direction that acts on the apparatus main body 2 when the ground is excavated by the casing 7 and the screw 8 is provided. It is characterized by being interposed between the left and right side frame 10 of the main body 2 and an external structure such as a tunnel T.

請求項4は、請求項1〜3の何れかに記載の低空頭型掘削装置において、スクリュー回転駆動手段6のスクリュー軸連結部25を昇降体3に対し上下方向に適宜移動調整するスクリュー軸連結部上下方向調整手段29を設けてなることを特徴とする。   A fourth aspect of the present invention provides the low-headed excavation apparatus according to any one of the first to third aspects, wherein the screw shaft coupling portion 25 appropriately moves and adjusts the screw shaft coupling portion 25 of the screw rotation driving means 6 with respect to the lifting body 3. It is characterized in that a part vertical direction adjusting means 29 is provided.

上記解決手段による考案の効果を、後述する実施形態の参照符号を付して説明すると、請求項1に係る考案の低空頭型掘削装置は、地盤G上に敷設された左右一対のレール1,1と、レール1,1に沿って走行可能な縦断面略門形の装置本体2と、装置本体2内の上限位置とその下方の所要位置との間を昇降する昇降体3と、昇降体3を昇降駆動する昇降駆動手段4と、ケーシング回転駆動手段5及びスクリュー回転駆動手段6と、ケーシング回転駆動手段5の連結部21に連結される継ぎ足し可能な短尺ケーシング7と、スクリュー回転駆動手段6の連結部25に連結される継ぎ足し可能な短尺スクリュー8と、装置本体2の一端側に設けられた吊り込み手段9とを備え、吊り込み手段9によりケーシング7及び8クリューを左右レール1,1間の所要箇所に吊り込む吊り込み位置と、ケーシング7及びスクリュー8を夫々回転駆動手段5,6の連結部21,25に連結して回転させつつ昇降駆動手段4により押し込んで掘削する掘削位置との間で装置本体2をレール1に沿って最短距離移動させればよいから、ケーシング7の埋設及びスクリュー8による掘削作業を短時間で効率良く行うことができる。また、この低空頭型掘削装置は、構造が簡単で、装置全体を小型化することができる。   The effect of the invention by the above solution will be described with reference numerals of the embodiments described later. A low-headed excavator of the invention according to claim 1 includes a pair of left and right rails 1 laid on the ground G, 1, a device body 2 having a substantially gate-shaped longitudinal section that can travel along the rails 1, 1, a lifting body 3 that moves up and down between an upper limit position in the device body 2 and a required position therebelow, and a lifting body Elevating and lowering driving means 4 for driving up and down 3, casing rotation driving means 5 and screw rotation driving means 6, short casing 7 that can be added connected to connecting portion 21 of casing rotation driving means 5, and screw rotation driving means 6 A short screw 8 that can be added to the connecting portion 25 and a suspension means 9 provided on one end side of the apparatus main body 2, and the casings 7 and 8 clew are connected to the left and right rails 1 by the suspension means 9. A suspending position where the casing 7 and the screw 8 are respectively connected to the connecting portions 21 and 25 of the rotation driving means 5 and 6 and rotated while being pushed by the lifting and lowering driving means 4 and excavating positions. Therefore, the apparatus main body 2 may be moved along the rail 1 for the shortest distance, so that the casing 7 and the excavation work by the screw 8 can be efficiently performed in a short time. In addition, this low-headed excavator has a simple structure and can be downsized as a whole.

請求項2に係る考案によれば、地盤掘削時に装置本体2に作用する上向きの反力を受ける反力受け37を装置本体2とレール1の間に介設しているから、装置本体2に作用する上向きの反力を受けて、装置本体2のレール1からの浮き上がりを有効に防止できる。   According to the second aspect of the present invention, the reaction force receiver 37 for receiving the upward reaction force acting on the device main body 2 during ground excavation is interposed between the device main body 2 and the rail 1. In response to the upward reaction force acting, it is possible to effectively prevent the apparatus body 2 from being lifted from the rail 1.

請求項3に係る考案によれば、地盤掘削時に装置本体2に作用する回転方向の反力を受ける反力受け38を、装置本体2の左右側枠体10とトンネルT等の外部構造物との間に介設することにより、装置本体2に作用する回転方向の反力を受けて、レール1上での装置本体2の揺れやガタつきを防止し、装置本体2を安定状態に保持できる。   According to the third aspect of the present invention, the reaction force receiver 38 that receives the reaction force in the rotational direction that acts on the apparatus main body 2 during ground excavation is provided between the left and right side frames 10 of the apparatus main body 2 and external structures such as the tunnel T. By interposing between the two, the reaction force in the rotating direction acting on the device main body 2 is received, and the device main body 2 on the rail 1 is prevented from shaking and rattling, and the device main body 2 can be held in a stable state. .

請求項4に係る考案によれば、スクリュー回転駆動手段6のスクリュー軸連結部25を昇降体3に対し上下方向に適宜移動調整するスクリュー軸連結部上下方向調整手段29を設けているから、スクリュー軸連結部25を上下方向に適宜移動調整することによって、スクリュー回転駆動手段6の連結部25に対するスクリュー軸上端部8bの連結を迅速容易に行うことができると共に、スクリュー8をケーシング7に対して任意に先行又は後退させることができる。   According to the fourth aspect of the present invention, the screw shaft connecting portion vertical direction adjusting means 29 for appropriately moving the screw shaft connecting portion 25 of the screw rotation driving means 6 in the vertical direction with respect to the lifting body 3 is provided. By appropriately moving and adjusting the shaft connecting portion 25 in the vertical direction, the screw shaft upper end portion 8b can be quickly and easily connected to the connecting portion 25 of the screw rotation driving means 6, and the screw 8 is connected to the casing 7. It can optionally be advanced or retracted.

本考案に係る低空頭型掘削装置を示すもので、(a) は装置本体が吊り込み位置にある状態の概略斜視図、(b) は吊り込み位置から掘削位置へ移動した状態の概略斜視図である。FIG. 1 shows a low-headed excavation device according to the present invention, where (a) is a schematic perspective view of a state in which the device main body is in a suspended position, and (b) is a schematic perspective view of a state in which the device is moved from the suspended position to the excavated position. It is. 低空頭型掘削装置を装置本体がレールに沿って移動する方向と直交する方向から見た側面図である。It is the side view which looked at the low head type excavation device from the direction orthogonal to the direction where an apparatus main body moves along a rail. 低空頭型掘削装置を装置本体がレールに沿って移動する側から見た一部省略一部断面正面図である。It is a partially omitted partial cross-sectional front view of the low-headed excavator as viewed from the side where the apparatus main body moves along the rail. 図3の一部拡大図である。FIG. 4 is a partially enlarged view of FIG. 3. (a) は1段目ケーシングに2段目を継ぎ足すと共に、1段目スクリュー(オーガヘッド)に2段目スクリュー軸を継ぎ足した状態を示す一部断面正面図、(b) はケーシングを多段状に継ぎ足すと共に、スクリューを多段状に継ぎ足した状態を示す一部断面正面図である。(a) is a partial cross-sectional front view showing a state where the second stage is added to the first stage casing and the second stage screw shaft is added to the first stage screw (auger head), and (b) is a multistage casing. It is the partial cross section front view which shows the state which added the screw in multiple steps and added the screw in multiple steps.

以下に本考案の好適な一実施形態を図面に基づいて説明すると、本考案に係る低空頭型掘削装置は、図1〜図3に示すように、掘削作業すべき地盤G上に敷設された左右一対のレール1,1と、左右側枠体10,10及び両側枠体10,10をつなぐ連結部材11によって縦断面略門形となるように形成され、レール1,1に沿って前後方向に走行可能な装置本体2と、この装置本体2内において装置本体2の略上端レベルにある上限位置とその下方の所要位置との間を昇降する昇降体3と、この昇降体3を昇降駆動する昇降駆動手段4と、昇降体に設けられたケーシング回転駆動手段5及びスクリュー回転駆動手段6と、ケーシング回転駆動手段5の連結部21にケーシング7の上端部7aが着脱自在に連結される継ぎ足し可能な短尺ケーシング7と、このケーシング7内に挿入され、スクリュー回転駆動手段6の連結部25にスクリュー軸8aの上端部8bが着脱自在に連結される継ぎ足し可能な短尺スクリュー8と、装置本体2の前端側上部に張り出して設けられた吊込み手段9とを備えて構成される。   A preferred embodiment of the present invention will be described below with reference to the drawings. A low-headed excavation apparatus according to the present invention is laid on a ground G to be excavated as shown in FIGS. A pair of left and right rails 1, 1 and a connecting member 11 connecting the left and right side frame bodies 10, 10 and both side frame bodies 10, 10 are formed to have a substantially gate shape in the longitudinal section. A device body 2 capable of traveling at a high speed, a lifting body 3 that moves up and down between an upper limit position substantially at the upper end level of the device body 2 in the device body 2 and a required position below the device body 2, and driving the lifting body 3 up and down. The lifting / lowering driving means 4, the casing rotation driving means 5 and the screw rotation driving means 6 provided on the lifting / lowering body, and the connecting portion 21 of the casing rotation driving means 5 are detachably connected to the upper end portion 7a of the casing 7. Possible short case 7, an insertable short screw 8 that is inserted into the casing 7, and the upper end 8 b of the screw shaft 8 a is detachably connected to the connecting portion 25 of the screw rotation driving means 6, and the front end side of the apparatus main body 2 The suspension means 9 is provided so as to protrude from the upper part.

この低空頭型掘削装置の構造を更に詳しく説明すれば、装置本体2は、図1から分かるように、左右側枠体10,10と、両側枠体10,10をつなぐ連結枠11としての連結枠11a,11b,11cによって縦断面が略門形に形成されると共に、装置本体2の底部側は装置本体2の前端部側が開口した平面視略コ字形に形成され、上部側は矩形枠状に形成されている。各側枠体10は、下枠10aと上枠10bと前竪枠10cと後竪枠10dにより一体に枠組みされ、下枠10aの前後両端部下面側に車輪12が取り付けられ、そして両側枠体10,10の両下枠10a,10aの後端部どうしが連結枠11cにより連結され、両上枠10b,10bの前後両端部どうしが前後の連結枠11a,11bによって連結されている。車輪12は、図2及び図3に示すように、下枠10aの両端部下面側に設けたブラケット19に軸着される。この装置本体2は、車輪駆動装置を備えておらず、レール1,1に沿って作業者が押し動かすようになっいるが、駆動装置を装備して自動的に走行させるようにしてもよい。   Describing in more detail the structure of this low-headed excavator, as can be seen from FIG. 1, the apparatus body 2 is connected as a connecting frame 11 that connects the left and right side frames 10, 10 and the both side frames 10, 10. The frame 11a, 11b, 11c has a vertical cross section formed in a substantially gate shape, the bottom side of the apparatus body 2 is formed in a substantially U shape in plan view with the front end side of the apparatus body 2 opened, and the upper side is a rectangular frame shape. Is formed. Each side frame 10 is integrally framed by a lower frame 10a, an upper frame 10b, a front eave frame 10c, and a rear eave frame 10d, and wheels 12 are attached to the lower surfaces of both front and rear ends of the lower frame 10a. The rear end portions of the lower frames 10a, 10a are connected by a connecting frame 11c, and the front and rear end portions of the upper frames 10b, 10b are connected by the front and rear connecting frames 11a, 11b. As shown in FIGS. 2 and 3, the wheel 12 is pivotally attached to a bracket 19 provided on the lower surface side of both end portions of the lower frame 10 a. Although this apparatus main body 2 is not provided with a wheel drive device and an operator pushes it along the rails 1 and 1, it may be provided with a drive device so as to automatically run.

昇降体3を昇降駆動する昇降駆動手段4は、昇降体3を左右両側から挟むように装置本体2の左右側枠体10,10に夫々設けられたもので、図3に示すように、各側枠体10の上下部に夫々軸着したスプロケット13,14にチェーン15を掛架し、図2に示す駆動用モータ16により下部スプロケット14を正又は逆方向に回転させてチェーン15を駆動することにより、チェーン15に設けた連結部材17を介して昇降体3を上昇又は下降させ、特に下降駆動時にはケーシング7及びスクリュー8に対し押込み力を与えるようになっている。図1〜図3において、18は昇降駆動手段4のカバー枠を示す。   The elevating drive means 4 that elevates and lowers the elevating body 3 is provided on each of the left and right side frames 10 and 10 of the apparatus main body 2 so as to sandwich the elevating body 3 from both the left and right sides. As shown in FIG. A chain 15 is hung on sprockets 13 and 14 pivotally attached to the upper and lower portions of the side frame 10, and the lower sprocket 14 is rotated in the forward or reverse direction by the drive motor 16 shown in FIG. 2 to drive the chain 15. As a result, the elevating body 3 is raised or lowered via the connecting member 17 provided on the chain 15, and a pushing force is applied to the casing 7 and the screw 8 particularly during the descent drive. 1 to 3, reference numeral 18 denotes a cover frame of the elevating drive means 4.

ケーシング回転駆動手段5は、図3更には図4に示すように、昇降体3に回転自在に取り付けられた大径リング状の内歯車20と、この内歯車20の下側にこれと同心状で一体回転可能に連結されていて、ケーシング7の上端部7aを内嵌合させ、図示しない連結ピンを挿通させることによりケーシング7を連結させる大径リング状のケーシング連結部21と、内歯車20に内接してそれと噛合する駆動歯車22を出力軸23oに取り付けて、この駆動歯車22を回転駆動するように昇降体3に設置された正逆回転モータ23とからなる。   As shown in FIG. 3 and FIG. 4, the casing rotation driving means 5 includes a large-diameter ring-shaped internal gear 20 that is rotatably attached to the elevating body 3, and a concentric shape below the internal gear 20. And a large-diameter ring-shaped casing connecting portion 21 for connecting the casing 7 by inserting an upper end portion 7a of the casing 7 and inserting a connecting pin (not shown), and an internal gear 20. A drive gear 22 that is inscribed in mesh with the drive gear 22 is attached to the output shaft 23o, and includes a forward / reverse rotation motor 23 that is installed in the elevating body 3 so as to rotationally drive the drive gear 22.

スクリュー回転駆動手段6は、図3及び図4から分かるように、昇降体3に回転自在に取り付けられたリング状内歯車24と、この内歯車24の中心位置にあって、スクリュー軸8aの上端部を内嵌合させ、図示しない連結ピンを挿通させることによってスクリュー軸8aを連結させる短円筒状のスクリュー軸連結部25と、このスクリュー軸連結部25と前記内歯車24とを一体に連結する連結材26と、前記内歯車24に内接してそれと噛合する駆動歯車27を出力軸28oに取り付けて、この駆動歯車27を回転駆動するように昇降体3に設置された正逆回転モータ28とからなる。   As can be seen from FIGS. 3 and 4, the screw rotation driving means 6 includes a ring-shaped internal gear 24 that is rotatably attached to the elevating body 3, and a central position of the internal gear 24, and the upper end of the screw shaft 8 a. A short cylindrical screw shaft coupling portion 25 that couples the screw shaft 8a by inserting a coupling pin (not shown), and the screw shaft coupling portion 25 and the internal gear 24 are integrally coupled. A connecting gear 26 and a drive gear 27 inscribed in mesh with the internal gear 24 are attached to an output shaft 28o, and a forward / reverse rotation motor 28 installed on the elevating body 3 so as to rotationally drive the drive gear 27. Consists of.

また昇降体3には、スクリュー回転駆動手段6のスクリュー軸連結部25を上下方向に移動調整するスクリュー軸連結部上下方向調整手段29が設けられている。この調整手段29を設けるにあたっては、図3の一部を拡大した図4に示すように、円板状底壁30aと短円筒状周壁30bとからなる内筒30の円板状底壁30aの下面周縁部に、スクリュー回転駆動手段6の内歯車24を回転自在に支承する環状支承部材31を固着し、内歯車24には、内筒30の底壁30aに設置してあるモータ28の出力軸28oに取り付けた駆動歯車27を噛合させ、そして底壁30aの中央部に上下駆動用シリンダ32のシリンダチューブ32aを貫通させると共に、このシリンダチューブ32aに一体に突設されたフランジ32oを底壁30aにボルトで固定する。一方、外筒33は、短円筒状周壁33aと円板状上壁33bとからなるもので、周壁33aを昇降体3の本体部3aに固定させ、この周壁33aに、環状支承部材31を下部に一体装備した内筒30を上下方向スライドのみ可能に内嵌させると共に、上壁33bの中央部には、上下駆動用シリンダ32のピストンロッド32bの上端部をブラケット34を介して連結する。このシリンダ32は、ピストンロッド32bが固定したままで、シリンダチューブ32aが上下動する。   Further, the lifting body 3 is provided with a screw shaft connecting portion vertical direction adjusting means 29 for moving and adjusting the screw shaft connecting portion 25 of the screw rotation driving means 6 in the vertical direction. In providing this adjusting means 29, as shown in FIG. 4 in which a part of FIG. 3 is enlarged, the disk-shaped bottom wall 30a of the inner cylinder 30 comprising the disk-shaped bottom wall 30a and the short cylindrical peripheral wall 30b is formed. An annular bearing member 31 that rotatably supports the internal gear 24 of the screw rotation driving means 6 is fixed to the peripheral surface of the lower surface, and the output of the motor 28 installed on the bottom wall 30a of the inner cylinder 30 is fixed to the internal gear 24. The drive gear 27 attached to the shaft 28o is engaged, and the cylinder tube 32a of the vertical drive cylinder 32 is passed through the center portion of the bottom wall 30a, and a flange 32o protruding integrally with the cylinder tube 32a is connected to the bottom wall. Secure to 30a with bolts. On the other hand, the outer cylinder 33 is composed of a short cylindrical peripheral wall 33a and a disk-shaped upper wall 33b. The peripheral wall 33a is fixed to the main body 3a of the elevating body 3, and the annular support member 31 is placed on the peripheral wall 33a. And the upper end of the piston rod 32b of the vertical drive cylinder 32 is connected to the center of the upper wall 33b via a bracket 34. In the cylinder 32, the cylinder tube 32a moves up and down while the piston rod 32b is fixed.

尚、図4において、30cは内筒30の周壁30b外周面に軸方向に条設された係合凸条部で、外筒33の周壁33a内周側に軸方向に条設された係合凹条部33cに上下方向スライド可能に係合しており、この係合凸条部30cと係合凹条部33cとは、内筒30を外筒33に対し上下方向スライド可能に案内するためのガイド手段を構成する。また、35はケーシング回転駆動手段5の内歯車20を回転自在に支承する環状支承部材で、昇降体3の本体部3a側に一体に固定されている。   In FIG. 4, reference numeral 30 c denotes an engaging protrusion provided in the axial direction on the outer peripheral surface of the peripheral wall 30 b of the inner cylinder 30, and an engagement provided in the axial direction on the inner peripheral side of the peripheral wall 33 a of the outer cylinder 33. It engages with the concave portion 33c so as to be slidable in the vertical direction. The engaging convex portion 30c and the engaging concave portion 33c guide the inner cylinder 30 relative to the outer cylinder 33 so as to be slidable in the vertical direction. The guide means is configured. Reference numeral 35 denotes an annular support member that rotatably supports the internal gear 20 of the casing rotation driving means 5 and is integrally fixed to the main body 3a side of the elevating body 3.

従って、このスクリュー軸連結部上下方向調整手段29では、上下駆動用シリンダ32を図4の実線で示すような収縮状態から伸張作動させると、スクリュー軸連結部25が同図の仮想線図示のように下動し、定位置にあるケーシング連結部21に対し下方向へ移動する。即ち、シリンダ32の伸張作動によって、シリンダチューブ32aが下動すると、内筒30の周壁33aが外筒33の周壁33a内周面に沿って下動するから、内筒30の底壁30aに固定された環状支承部材31、この支承部材31に回転自在に支承さた内歯車24、及びこの内歯車24と一体に連結された連結材26が下動して、この連結材26と一体を成すスクリュー軸連結部25が下動する。また、シリンダ32の収縮作動により、シリンダチューブ32aが上動すると、内筒30が上動するから、環状支承部材31、内歯車24及び連結材26が上動し、スクリュー軸連結部25が上動する。従って、スクリュー軸連結部25は、上記のように上下動した任意の位置でスクリュー回転駆動手段6により回転駆動させることができる。   Therefore, in the screw shaft connecting portion vertical direction adjusting means 29, when the vertical driving cylinder 32 is extended from the contracted state as shown by the solid line in FIG. 4, the screw shaft connecting portion 25 is shown by the phantom line in FIG. And move downward with respect to the casing connecting portion 21 in the fixed position. That is, when the cylinder tube 32a is moved downward by the extension operation of the cylinder 32, the peripheral wall 33a of the inner cylinder 30 is moved down along the inner peripheral surface of the peripheral wall 33a of the outer cylinder 33, so that it is fixed to the bottom wall 30a of the inner cylinder 30. The formed annular bearing member 31, the inner gear 24 rotatably supported on the bearing member 31, and the connecting member 26 integrally connected to the inner gear 24 are moved down to form an integral part with the connecting member 26. The screw shaft connecting portion 25 moves downward. Further, when the cylinder tube 32a moves up due to the contraction operation of the cylinder 32, the inner cylinder 30 moves up, so that the annular support member 31, the internal gear 24 and the connecting member 26 move up, and the screw shaft connecting portion 25 moves up. Move. Accordingly, the screw shaft connecting portion 25 can be rotationally driven by the screw rotation driving means 6 at an arbitrary position moved up and down as described above.

また、装置本体2の上部一端側に設けられた吊込み手段9は、図2に示すように、装置本体2の前端側上部に張り出して設けた取付アーム41の先端部に取り付けたチェーンブロック42からなるもので、ブロック本体42aから延出されるチェーン42bのフック42cに1本又は複数のワイヤー43の一端部を掛け、その他端部をケーシング7の上端部7aの所要箇所に設けた孔又はスクリュー軸上端部8bの孔に掛止することによって、吊り込みを行う。ここに示す吊込み手段9は、チェーンブロックからなるものであるが、これ以外に、ウインチや油圧シリンダを使用することができる。油圧シリンダの場合は、横向きにして使用する。   Further, as shown in FIG. 2, the suspension means 9 provided on the upper end side of the apparatus main body 2 has a chain block 42 attached to the front end portion of the attachment arm 41 provided to project from the upper portion of the front end side of the apparatus main body 2. A hole or screw provided with one end of one or more wires 43 on the hook 42c of the chain 42b extending from the block main body 42a and the other end provided at a required position of the upper end 7a of the casing 7 Suspension is performed by hooking in the hole of the shaft upper end 8b. The suspension means 9 shown here consists of a chain block, but in addition to this, a winch or a hydraulic cylinder can be used. In the case of a hydraulic cylinder, use it sideways.

ケーシング7は、図5に示すように、例えば外径が2400mmで、長さが1300〜1400mmの短尺ケーシングからなるもので、1番目に使用されるケーシング7(先行ケーシングとして7oで示す)は、先端部に掘削刃35を形成し、上端部7aを2番目以降の後続ケーシング7の下端部7bに内嵌して、図示しない連結ピンによって連結するようになっている。1番目のスクリュー8は、図5に示すような先行掘削用のオーガヘッドからなるもので、そのスクリュー軸8aの上端部(径小軸部)8bを、後続のスクリュー軸8aの下端部内に設けた嵌合孔8cに嵌合して、図示しない連結ピンにより連結するようになっている。オーガヘッド8のスクリュー先端部には掘削ビット36が設けられている。   As shown in FIG. 5, the casing 7 is composed of a short casing having an outer diameter of 2400 mm and a length of 1300 to 1400 mm, for example. The casing 7 used first (shown as 7o as a preceding casing) is: An excavation blade 35 is formed at the tip, and the upper end 7a is fitted into the lower end 7b of the second and subsequent succeeding casings 7 and is connected by a connecting pin (not shown). The first screw 8 is composed of an auger head for preceding excavation as shown in FIG. 5, and an upper end portion (small diameter shaft portion) 8b of the screw shaft 8a is provided in a lower end portion of the subsequent screw shaft 8a. The fitting hole 8c is fitted and connected by a connecting pin (not shown). An excavation bit 36 is provided at the screw tip of the auger head 8.

また図2に概略示すように、装置本体2とレール1との間には、ケーシング7及びスクリュー8による地盤掘削時に装置本体2に作用する上向きの反力を受ける反力受け37が介設され、また図3に概略示すように、装置本体2の左右側枠体10とトンネルTの内壁との間には、ケーシング7及びスクリュー8による地盤掘削時に装置本体2に作用するケーシング7やスクリュー8の回転方向の反力を受ける反力受け38が介設される。   As schematically shown in FIG. 2, a reaction force receiver 37 that receives an upward reaction force that acts on the apparatus main body 2 when excavating the ground by the casing 7 and the screw 8 is interposed between the apparatus main body 2 and the rail 1. Further, as schematically shown in FIG. 3, a casing 7 and a screw 8 that act on the apparatus main body 2 when excavating the ground with the casing 7 and the screw 8 are provided between the left and right side frames 10 of the apparatus main body 2 and the inner wall of the tunnel T. A reaction force receiver 38 that receives a reaction force in the rotation direction is interposed.

反力受け37としては、例えば装置本体2の各側枠体10とレール1とを掴持固定するクランプのようなものを使用することができる。また、反力受け38は、図3に示すように、装置本体2の各側枠体10を形成する下枠10aの外面側所要位置に、取付腕39の基端部を枢着して、水平な作用姿勢とこれより立ち上がって起立する退避姿勢とに位置保持できるようにすると共に、取付腕39の先端部に当接部片40を枢着し、非掘削時には取付腕39を同図実線図示のように起立して退避姿勢に保持しておき、掘削時に取付腕39を倒して当接部片40を例えばトンネルTの内壁に押し当てて、地盤掘削時に装置本体2に作用するケーシング7やスクリュー8の回転方向の反力を受けることができる。   As the reaction force receiver 37, for example, a clamp or the like that holds and fixes each side frame 10 of the apparatus main body 2 and the rail 1 can be used. Further, as shown in FIG. 3, the reaction force receiver 38 pivotally attaches the base end portion of the mounting arm 39 to the required position on the outer surface side of the lower frame 10 a forming each side frame 10 of the apparatus main body 2. In addition to being able to hold the position in a horizontal action posture and a retracting posture that stands up and stands up from this, a contact piece 40 is pivotally attached to the tip of the attachment arm 39, and the attachment arm 39 is shown as a solid line when not excavated. As shown in the figure, the casing 7 stands up and is held in a retracted position, the mounting arm 39 is tilted during excavation, and the contact piece 40 is pressed against, for example, the inner wall of the tunnel T to act on the apparatus main body 2 during excavation of the ground. And the reaction force in the rotational direction of the screw 8 can be received.

次に、上記のように構成される低空頭型掘削装置の使用による、上空空間の狭い場所での掘削作業について説明する。   Next, a description will be given of excavation work in a narrow space with use of the low-headed excavator configured as described above.

先ず、図1の(a) に示すように、レール1,1間の所要掘削箇所に装置本体2の前端部側が近接して位置するように装置本体2を移動させ、その掘削箇所には、例えばトンネル内工事の場合はレール1,1を走行する適当な走行台車により、また高架下工事等の場合はトレーラー等により短尺ケーシング7及び短尺スクリュー8を運んできて、装置本体2の前端側上部に設けてある吊り込み手段9によりケーシング7及びスクリュー8を図示のような所定位置(吊り込み位置)において吊り込む。   First, as shown in FIG. 1A, the apparatus main body 2 is moved so that the front end side of the apparatus main body 2 is located close to the required excavation point between the rails 1 and 1, and the excavation point includes For example, in case of tunnel construction, the short casing 7 and the short screw 8 are carried by an appropriate traveling carriage that travels on the rails 1 and 1 and in the case of underpass construction by a trailer or the like. The casing 7 and the screw 8 are suspended at a predetermined position (hanging position) as shown in FIG.

吊り込み手段9によりケーシング7及びスクリュー8を所定位置に吊り込んだならば、装置本体2をレール1,1に沿って図1の(a) に示す吊り込み位置から(b) に示す掘削位置(ケーシング7及びスクリュー8を夫々回転駆動手段5,6の連結部21,25に連結して回転させつつ昇降駆動手段4により押し込んで掘削する位置)へ移動させて、ケーシング7及びこれに挿入されたスクリュー8を装置本体2のケーシング回転駆動手段5におけるケーシング連結部21及びスクリュー軸連結部25の下方で夫々同心状に位置させ、そして先にスクリュー8(オーガヘッド)のスクリュー軸上端部8bをスクリュー軸連結部25に嵌合させてピン止めする。この連結にあたっては、図3に示すように、スクリュー軸連結部25を、スクリュー軸連結部上下方向調整手段29によって同図実線図示位置から下動させながら、スクリュー8のスクリュー軸上端部8bに外嵌してピン止めする。その後、ケーシング7の上端部7aをケーシング回転駆動手段5のケーシング連結部21に連結するが、この連結にあたり、昇降体3を昇降駆動手段4により図3に示す状態から下動させながら、ケーシング連結部21に外嵌してピン止めする。   If the casing 7 and the screw 8 are suspended at predetermined positions by the suspension means 9, the apparatus main body 2 is moved along the rails 1 and 1 from the suspension position shown in FIG. 1A to the excavation position shown in FIG. (The casing 7 and the screw 8 are connected to the connecting portions 21 and 25 of the rotation driving means 5 and 6, respectively, and moved to the position where the casing 7 and the screw 8 are pushed by the lifting and lowering driving means 4 for excavation) and inserted into the casing 7 and this. The screw 8 is concentrically positioned below the casing connecting portion 21 and the screw shaft connecting portion 25 in the casing rotation driving means 5 of the apparatus main body 2, and the screw shaft upper end portion 8b of the screw 8 (auger head) is first placed. The screw shaft connecting portion 25 is fitted and pinned. In this connection, as shown in FIG. 3, the screw shaft connecting portion 25 is moved downward from the position indicated by the solid line in FIG. Fit and pin. Thereafter, the upper end portion 7a of the casing 7 is connected to the casing connecting portion 21 of the casing rotation driving means 5. In this connection, the lifting and lowering body 3 is moved downward from the state shown in FIG. It is fitted on the part 21 and pinned.

上記のようにして装置本体2を図1の(b) に示すような掘削位置に置いた状態で1段目短尺ケーシング7(先行ケーシング7o)の上端部7aをケーシング回転駆動手段5のケーシング連結部21に対し連結し、この先行ケーシング7o内に挿入された1段目短尺スクリュー8(オーガヘッド)のスクリュー軸上端部8bをスクリュー回転駆動手段6のスクリュー軸連結部25に対し連結した後、ケーシング回転駆動手段5及びスクリュー回転駆動手段6によりケーシング7o及びオーガヘッド8を回転駆動させながら、昇降駆動手段4により昇降体3を下降駆動させることによって、ケーシング7oが地盤中に貫入し、オーガヘッド8がケーシング7内の土壌を掘削していく。この時、オーガヘッド8によって掘削された土砂は、このオーガヘッド8のスクリュー作用で引き上げられてケーシング7o上端から排出される。   With the apparatus main body 2 placed at the excavation position as shown in FIG. 1B as described above, the upper end portion 7a of the first-stage short casing 7 (preceding casing 7o) is connected to the casing rotation driving means 5 in the casing connection. After connecting the screw shaft upper end portion 8b of the first stage short screw 8 (auger head) inserted into the preceding casing 7o to the screw shaft connecting portion 25 of the screw rotation driving means 6, While the casing 7o and the auger head 8 are rotationally driven by the casing rotation driving means 5 and the screw rotation driving means 6, the casing 7o penetrates into the ground by driving the elevating body 3 downward by the elevating driving means 4, and the auger head 8 excavates the soil in the casing 7. At this time, the earth and sand excavated by the auger head 8 is pulled up by the screw action of the auger head 8 and discharged from the upper end of the casing 7o.

尚、図1の(b) に示す掘削位置での作業中、装置本体2は、反力受け37,38によってレール1,1上に固定しておく。即ち、反力受け37は、図2に概略示すように、装置本体2とレール1との間に介装させて、ケーシング7及びスクリュー8による地盤掘削時に装置本体2に作用する上向きの反力を受けることにより、地盤G上に敷設されたレール1からの装置本体2の浮き上がりを防止するものである。また反力受け38は、図3に概略示すように、例えばトンネル内での掘削工事において、取付腕39を同図の実線図示位置から仮想線図示位置に倒して当接部片40をトンネルT内壁に押し当てることにより、装置本体2に作用する回転方向の反力を受けて、レール1上での装置本体2の揺れやガタつきを防止し、装置本体2を安定状態に保持できる。   During the operation at the excavation position shown in FIG. 1B, the apparatus main body 2 is fixed on the rails 1 and 1 by the reaction force receivers 37 and 38. That is, as shown schematically in FIG. 2, the reaction force receiver 37 is interposed between the apparatus main body 2 and the rail 1, and the upward reaction force acting on the apparatus main body 2 when excavating the ground by the casing 7 and the screw 8. By receiving, the apparatus main body 2 is prevented from being lifted from the rail 1 laid on the ground G. Further, as schematically shown in FIG. 3, the reaction force receiver 38, for example, in excavation work in a tunnel, moves the mounting arm 39 from the solid line illustrated position to the virtual line illustrated position in FIG. By pressing against the inner wall, the reaction force in the rotational direction acting on the device main body 2 is received, and the device main body 2 on the rail 1 can be prevented from shaking and rattling, and the device main body 2 can be held in a stable state.

しかして、ケーシング7o及びオーガヘッド8が図3の中心線より右側に仮想線で示す位置まで掘削進行したならば、昇降駆動手段4による駆動を停止させると共に、ケーシング回転駆動手段5及びスクリュー回転駆動手段6の駆動を停止させ、そしてケーシング回転駆動手段5及びスクリュー回転駆動手段6の連結部21,25に対するケーシング7及びスクリュー軸8aの連結を夫々解除し、昇降体3を昇降駆動手段4により上限位置へ戻した後、装置本体2を、レール1,1に沿って図1の(b) に示す掘削位置から同図の(a) に示す吊り込み位置へ移動させ、この吊り込み位置において、2段目のケーシング7及び2段目のスクリュー軸8aを夫々吊り込み手段9により適宜につり込んで、当該2段目スクリュー軸8aの下端部にある嵌合孔8c(図5参照)をオーガヘッド8のスクリュー軸8aの上端部8bに嵌合してピン止めした後、2段目ケーシング7の下端部7bを1段目ケーシング7o(先行ケーシング)の上端部7aに嵌合してピン止めし、1段目と2段目とのスクリュー軸8a及びケーシングの継ぎ足しを行い、図5の(a) に示すようにな状態とする。   If the casing 7o and the auger head 8 are excavated to the position indicated by the imaginary line on the right side of the center line in FIG. 3, the drive by the elevating drive means 4 is stopped and the casing rotation drive means 5 and screw rotation drive are stopped. The drive of the means 6 is stopped, and the connection of the casing 7 and the screw shaft 8a to the connecting portions 21 and 25 of the casing rotation drive means 5 and the screw rotation drive means 6 is released, respectively, and After returning to the position, the apparatus body 2 is moved along the rails 1 and 1 from the excavation position shown in FIG. 1 (b) to the hanging position shown in FIG. 1 (a). The second-stage casing 7 and the second-stage screw shaft 8a are appropriately suspended by the suspending means 9, and are fitted to the lower end of the second-stage screw shaft 8a. After the hole 8c (see FIG. 5) is fitted and pinned to the upper end 8b of the screw shaft 8a of the auger head 8, the lower end 7b of the second-stage casing 7 is connected to the upper end of the first-stage casing 7o (preceding casing). It is fitted to the portion 7a and pinned, and the first and second stage screw shafts 8a and the casing are added to obtain a state as shown in FIG. 5 (a).

上記のように装置本体2の吊り込み位置で吊り込み手段9を利用してスクリュー軸8a及びケーシングの継ぎ足しを行った後、装置本体2を装置本体2をレール1,1に沿って図1の(a) に示す吊り込み位置から(b) に示す掘削位置へ移動させて、掘削位置において2段目ケーシング7の上端部7aをケーシング回転駆動手段5のケーシング連結部21に対し、また2段目スクリュー軸8aの上端部8bをスクリュー回転駆動手段6のスクリュー軸連結部25に対して連結する。この連結作業方法は、前述した1段目の場合と同様である。   As described above, after the screw shaft 8a and the casing are added using the suspension means 9 at the position where the apparatus body 2 is suspended, the apparatus body 2 is moved along the rails 1 and 1 along the rails 1 and 1 in FIG. The upper end portion 7a of the second-stage casing 7 is moved from the suspension position shown in (a) to the excavation position shown in (b) so that the upper end portion 7a of the second-stage casing 7 is moved to the casing connection portion 21 of the casing rotation driving means 5 in the second-stage. The upper end portion 8 b of the eye screw shaft 8 a is connected to the screw shaft connecting portion 25 of the screw rotation driving means 6. This connection work method is the same as that in the first stage described above.

2段目ケーシング7の上端部7aをケーシング回転駆動手段5のケーシング連結部21に対し、2段目スクリュー軸8aの上端部8bをスクリュー回転駆動手段6のスクリュー軸連結部25に対し夫々連結した後、前述した1段目の場合と同様に、ケーシング回転駆動手段5及びスクリュー回転駆動手段6によってケーシング及びオーガヘッド8を回転させながら、昇降駆動手段4で昇降体3を下降させることにより、ケーシング7を地盤G中に貫入し、オーガヘッド8によってケーシング7内の土壌を掘削していく。   The upper end portion 7a of the second stage casing 7 is connected to the casing connecting portion 21 of the casing rotation driving means 5, and the upper end portion 8b of the second stage screw shaft 8a is connected to the screw shaft connecting portion 25 of the screw rotation driving means 6. Thereafter, as in the case of the first stage described above, the elevating body 3 is lowered by the elevating drive means 4 while rotating the casing and the auger head 8 by the casing rotation drive means 5 and the screw rotation drive means 6, thereby the casing. 7 penetrates into the ground G, and the auger head 8 excavates the soil in the casing 7.

以降は、上記同様な作業を繰り返し行うことによって、継ぎ足した複数のケーシング7を地盤中に所定深さ埋設していくと共に、ケーシング7内のケーシング7内の土壌を掘削していく。また、1段目スクリュー8(オーガヘッド)によって掘削された土砂は、そのスクリュー8(オーガヘッド)で押し上げられて地盤G上に排出される。   Thereafter, by repeating the same operation as described above, a plurality of the added casings 7 are buried in the ground to a predetermined depth, and the soil in the casing 7 in the casing 7 is excavated. Also, the earth and sand excavated by the first stage screw 8 (auger head) is pushed up by the screw 8 (auger head) and discharged onto the ground G.

以上説明した低空頭型掘削装置によれば、この装置は、地盤G上に敷設された左右一対のレール1,1と、レール1,1に沿って前後方向に走行可能な縦断面略門形の装置本体2と、装置本体2内において装置本体1内の上限位置とその下方の所要位置との間を昇降する昇降体3と、昇降駆動手段4と、ケーシング回転駆動手段5及びスクリュー回転駆動手段6と、ケーシング回転駆動手段5の連結部21にケーシング上端部が連結される継ぎ足し可能な短尺ケーシング7と、スクリュー回転駆動手段6の連結部25にスクリュー軸上端部8bが連結される継ぎ足し可能な短尺スクリュー8と、装置本体2の一端側に設けられた吊り込み手段9とを備え、吊り込み手段9によりケーシング7及び8クリューを左右レール1,1間の所要箇所に吊り込む吊り込み位置と、ケーシング7及びスクリュー8を夫々回転駆動手段5,6の連結部21,25に連結して回転させつつ昇降駆動手段4により押し込んで掘削する掘削位置との間で装置本体2をレール1に沿って最短距離移動させればよいから、ケーシング7の埋設及びスクリュー8による掘削作業を短時間で効率良く行うことができる。また、この低空頭型掘削装置は、構造が簡単で、装置全体を小型化することができる。   According to the low-headed excavation apparatus described above, this apparatus includes a pair of left and right rails 1, 1 laid on the ground G, and a substantially gate-shaped longitudinal section capable of traveling in the front-rear direction along the rails 1, 1. Apparatus body 2, elevating body 3 that moves up and down between the upper limit position in apparatus body 1 and a required position below apparatus body 2, elevating drive means 4, casing rotation drive means 5, and screw rotation drive. An addable short casing 7 in which the upper end of the casing is connected to the connecting part 21 of the casing rotation driving means 5 and the upper end 8b of the screw shaft connected to the connecting part 25 of the screw rotating driving means 6 can be added. A short screw 8 and a suspending means 9 provided on one end side of the apparatus main body 2, and the casing 7 and 8 clew are moved to a required place between the left and right rails 1 and 1 by the suspending means 9. The main body of the apparatus between the suspended position and the excavating position where the casing 7 and the screw 8 are rotated by being connected to the connecting portions 21 and 25 of the rotational driving means 5 and 6 and pushed by the ascending / descending drive means 4. 2 only needs to be moved along the rail 1 for the shortest distance, the burying of the casing 7 and the excavation work by the screw 8 can be efficiently performed in a short time. In addition, this low-headed excavator has a simple structure and can be downsized as a whole.

また、地盤掘削時に装置本体2に作用する上向きの反力を受ける反力受け37を装置本体2とレール1との間に介設しているから、レール1からの装置本体2の浮き上がりを有効に防止できる。また、トンネルT内での掘削工事においては、反力を受ける反力受け38を、装置本体2の左右側枠体10とトンネルTのトンネルTの内壁との間に介設することにより、装置本体2に作用する回転方向の反力を受けて、レール1上での装置本体2の揺れやガタつきを防止し、装置本体2を安定状態に保持できる。   Further, since the reaction force receiver 37 that receives the upward reaction force acting on the apparatus main body 2 during ground excavation is interposed between the apparatus main body 2 and the rail 1, it is effective to lift the apparatus main body 2 from the rail 1 Can be prevented. Further, in excavation work in the tunnel T, the reaction force receiver 38 that receives the reaction force is interposed between the left and right side frames 10 of the apparatus main body 2 and the inner wall of the tunnel T of the tunnel T, whereby the apparatus By receiving the reaction force in the rotational direction acting on the main body 2, the apparatus main body 2 on the rail 1 can be prevented from shaking and rattling, and the apparatus main body 2 can be held in a stable state.

また、スクリュー回転駆動手段6のスクリュー軸連結部25を昇降体3に対し上下方向に適宜移動調整するスクリュー軸連結部上下方向調整手段29を設けているから、スクリュー回転駆動手段6の連結部25に対するスクリュー軸上端部8bの連結を迅速且つ容易に行うことができると共に、スクリュー8をケーシング7に対して任意に先行又は後退させることができる。図5の(a) ,(b) には、スクリュー8(オーガヘッド)が1段目(最下段)ケーシング7の内側に後退した位置にあるが、このスクリュー軸連結部上下方向調整手段29を操作することによって、スクリュー8(オーガヘッド)を1段目(最下段)ケーシング7の下方へ先行した位置にセットすることができる。   In addition, since the screw shaft coupling portion vertical direction adjusting means 29 for appropriately moving and adjusting the screw shaft coupling portion 25 of the screw rotation driving means 6 in the vertical direction with respect to the lifting body 3 is provided, the coupling portion 25 of the screw rotation driving means 6 is provided. The screw shaft upper end 8b can be quickly and easily connected to the casing 7, and the screw 8 can be arbitrarily advanced or retracted relative to the casing 7. 5 (a) and 5 (b), the screw 8 (auger head) is in a position retracted to the inside of the first stage (lowermost stage) casing 7. By operating, the screw 8 (auger head) can be set at a position preceding the first (lowermost) casing 7 downward.

1 レール
2 装置本体
3 昇降体
4 昇降駆動手段
5 ケーシング回転駆動手段
6 スクリュー回転駆動手段
7,7o ケーシング
8 スクリュー(オーガヘッド)
9 吊り込み手段
10 装置本体の側枠体
11 連結部材
21 ケーシング連結部
25 スクリュー軸連結部
29 スクリュー軸連結部上下方向調整手段
37,38 反力受け
DESCRIPTION OF SYMBOLS 1 Rail 2 Apparatus main body 3 Lifting body 4 Lifting drive means 5 Casing rotation drive means 6 Screw rotation drive means 7, 7o Casing 8 Screw (auger head)
9 Lifting means 10 Side frame 11 of apparatus body Connecting member 21 Casing connecting portion 25 Screw shaft connecting portion 29 Screw shaft connecting portion vertical direction adjusting means 37, 38 Reaction force receiving

Claims (4)

地盤上に敷設された左右一対のレールと、左右側枠体及び両側枠体をつなぐ連結部材によって縦断面略門形に形成され、レールに沿って前後方向に走行可能な装置本体と、装置本体内の上限位置とその下方の所要位置との間を昇降する昇降体と、昇降体を昇降駆動する昇降駆動手段と、昇降体に設けられたケーシング回転駆動手段及びスクリュー回転駆動手段と、ケーシング回転駆動手段の連結部にケーシング上端部が連結される継ぎ足し可能な短尺ケーシングと、このケーシング内に挿入され、スクリュー回転駆動手段の連結部にスクリュー軸上端部が連結される継ぎ足し可能な短尺スクリューと、装置本体の前端側上部に設けられた吊込み手段とを備え、吊り込み手段によりケーシング及びスクリューを左右レール間の所要箇所に吊り込む吊り込み位置と、ケーシング及びスクリューを夫々回転駆動手段の連結部に連結して回転させながら昇降駆動手段により押し込んで掘削する掘削位置との間で装置本体をレールに沿って移動させるようにした低空頭型掘削装置。   A device main body, which is formed in a substantially portal shape with a pair of left and right rails laid on the ground, and a connecting member that connects the left and right side frame bodies and both side frame bodies, and can travel in the front-rear direction along the rails, and the apparatus main body Elevating body that moves up and down between the upper limit position in the inside and a required position below it, elevating drive means for elevating the elevating body, casing rotation driving means and screw rotation driving means provided on the elevating body, and casing rotation An addable short casing in which the upper end of the casing is connected to the connecting part of the driving means, and a short screw that can be added in the upper part of the screw shaft inserted into the casing and connected to the connecting part of the screw rotation driving means, Suspension means provided on the upper part of the front end of the main body of the device, and the casing and screw are suspended at the required location between the left and right rails by the suspension means. Low space that moves the device main body along the rail between the suspension position and the excavation position where the casing and screw are respectively connected to the connecting portion of the rotation drive means and rotated while being pushed by the lift drive means Head drilling rig. 前記ケーシング及びスクリューによる地盤掘削時に装置本体に作用する上向きの反力を受ける反力受けを、装置本体とレールとの間に介設してなる請求項1に記載の低空頭型掘削装置。   2. The low-headed excavation device according to claim 1, wherein a reaction force receiver that receives an upward reaction force acting on the device main body during ground excavation by the casing and the screw is interposed between the device main body and the rail. 前記ケーシング及びスクリューによる地盤掘削時に装置本体に作用する回転方向の反力を受ける反力受けを、装置本体の左右側枠体とトンネル等の外部構造物との間に介設してなる請求項1又は2に記載の低空頭型掘削装置。   A reaction force receiver that receives a reaction force in a rotating direction that acts on an apparatus main body during ground excavation by the casing and the screw is interposed between a left and right side frame of the apparatus main body and an external structure such as a tunnel. The low-headed excavator according to 1 or 2. スクリュー回転駆動手段のスクリュー軸連結部を昇降体に対し上下方向に移動調整するスクリュー軸連結部上下方向調整手段を設けてなる請求項1〜3の何れかに記載の低空頭型掘削装置。   The low-headed excavator according to any one of claims 1 to 3, further comprising a screw shaft connecting portion vertical direction adjusting means for moving and adjusting the screw shaft connecting portion of the screw rotation driving means in the vertical direction with respect to the lifting body.
JP2011006448U 2011-11-01 2011-11-01 Low head drilling rig Expired - Lifetime JP3173014U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015094125A (en) * 2013-11-12 2015-05-18 大智株式会社 Rotary table device of rotary excavator and pile foundation construction method
JP7205838B1 (en) 2021-11-26 2023-01-17 鹿島建設株式会社 Pile driving device and pile driving method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2015094125A (en) * 2013-11-12 2015-05-18 大智株式会社 Rotary table device of rotary excavator and pile foundation construction method
JP7205838B1 (en) 2021-11-26 2023-01-17 鹿島建設株式会社 Pile driving device and pile driving method
JP2023079031A (en) * 2021-11-26 2023-06-07 鹿島建設株式会社 Pile driving device, and pile driving method

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