JPH0433960B2 - - Google Patents
Info
- Publication number
- JPH0433960B2 JPH0433960B2 JP21417787A JP21417787A JPH0433960B2 JP H0433960 B2 JPH0433960 B2 JP H0433960B2 JP 21417787 A JP21417787 A JP 21417787A JP 21417787 A JP21417787 A JP 21417787A JP H0433960 B2 JPH0433960 B2 JP H0433960B2
- Authority
- JP
- Japan
- Prior art keywords
- screw
- cutter
- box
- screw auger
- girder
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
- 239000004576 sand Substances 0.000 claims description 11
- 238000005192 partition Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 5
- 229910000831 Steel Inorganic materials 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 2
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000007599 discharging Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は地中構造物構築用の長方形断面の桁
を能率よく埋設できるようにした刃口体に関す
る。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a cutting edge body that enables efficient burying of girders with a rectangular cross section for constructing underground structures.
(従来の技術)
鉄道および道路下または既設建物下に地中構造
物を構築するに当たり、最近では工場生産された
一定長さの(5m〜10m程度)のコンクリート桁
を掘削推進機の前側にセツトして、これを直接、
目的構造物の輪郭に沿わせて地中に並列圧入し、
次いで内側の土砂を掘削排除し、並列圧入したコ
ンクリート桁群を施工時の防護工とするばかりで
なく、地中構造物そのものとして使用するように
している。(Prior technology) When constructing underground structures under railways, roads, or existing buildings, recently, factory-produced concrete girders of a certain length (approximately 5 m to 10 m) are set in front of the excavation propulsion machine. and do this directly,
Press-fit into the ground in parallel along the outline of the target structure,
The soil inside was then excavated and the concrete girders pressed in parallel were used not only as protection during construction, but also as the underground structure itself.
そして、コンクリート桁の埋設に当たつては、
第6図イ,ロのように掘削推進機(図示せず)に
連結したスクリユーオーガaの前端にパドル状ま
たはデスク状のカツタcを取付ける一方、コンク
リート桁bの前端には刃口管dを装着し、スクリ
ユーオーガaをコンクリート桁bの中心通孔内に
嵌挿すると共にカツタcを刃口管d内に位置さ
せ、スクリユーオーガaを回転させつつ前進さ
せ、カツタcで前面土砂を掘削しながらコンクリ
ート桁bを地中に圧入している。 When burying concrete girders,
As shown in Figure 6 A and B, a paddle-shaped or desk-shaped cutter c is attached to the front end of the screw auger a connected to an excavation propulsion machine (not shown), while a cutter pipe d is attached to the front end of the concrete girder b. , insert the screw auger a into the center hole of the concrete girder b, position the cutter c in the cutting pipe d, move the screw auger a forward while rotating, and remove the dirt from the front with the cutter c. While excavating, concrete girder b is being press-fitted into the ground.
(発明が解決しようとする問題点)
ところで、上記従来の装置では、中心のスクリ
ユーオーガの前端に取付けたカツタで専ら前面の
地盤を掘削するので、圧入すべきコンクリート桁
およびこれを誘導する刃口管の大きさおよび形体
はカツタの大きさに制約され、カツタの長さ(直
径)に見合つた大きさの正方形または円形のもの
が一般で、したがつて、コンクリート桁の埋設本
数が多く施工時間も長くなるが、これを低減すべ
く横長または縦長な長方形断面の刃口を用いたと
するとカツタで処理できない掘り残しの部分が多
くなつて同形のコンクリート桁を容易に圧入でき
ない難点がある。(Problems to be Solved by the Invention) By the way, in the above-mentioned conventional device, the cutter attached to the front end of the central screw auger exclusively excavates the ground in front of the ground, so the concrete girder to be press-fitted and the blade to guide it are excavated. The size and shape of the mouth pipe is limited by the size of the cutter, and it is generally square or round with a size commensurate with the length (diameter) of the cutter. Therefore, it is necessary to bury a large number of concrete girders during construction. It takes a long time, but if a horizontally or vertically long rectangular cross-section cutter is used to reduce this time, there will be a large amount of uncut parts that cannot be removed with the cutters, making it difficult to press in concrete girders of the same shape.
そこで、この発明はこれまでよりも大きな長方
形断面のコンクリート桁または鋼製の箱桁でも容
易、確実に地中に埋設することができ、施工時間
と工事費を低減できるようにした長方形桁埋設用
の刃口体を提供することを目的としている。 Therefore, this invention is a method for burying rectangular girders that can easily and reliably bury even concrete girders or steel box girders with larger rectangular cross-sections in the ground, reducing construction time and construction costs. The purpose is to provide a cutting edge body.
(問題点を解決するための手段ならびに作用)
上記目的のもとにこの発明は、長方形桁埋設用
の刃口体として、長方形状をなし前後が解放され
た箱状体の内側前部に掘削土砂を中央に寄せるよ
うに左右においてらせん羽根の方向を異ならせた
スクリユーカツタを推進機に連結されるスクリユ
ーオーガの軸線に直交させて回転自在に架設し、
上記箱状体の内側後部には中央開口を有する仕切
壁と開口に向つて収れんする内部壁を設け、上記
スクリユーカツタをスクリユーオーガまたは他の
原動機により回転させて前面の土砂を掘削するよ
うにしたことを特徴とするものである。(Means and effects for solving the problems) Based on the above object, the present invention is designed to provide a cutting edge body for burying a rectangular girder by excavating into the inner front part of a rectangular box-shaped body with open front and rear sides. A screw vine with spiral blades in different directions on the left and right sides is installed so as to be rotatable orthogonal to the axis of the screw auger connected to the propulsion machine, so as to bring the earth and sand to the center.
A partition wall having a central opening and an inner wall converging toward the opening are provided at the inner rear part of the box-like body, and the screw cutter is rotated by a screw auger or other prime mover to excavate the earth and sand in front. It is characterized by the following.
そして、刃口体の後側開放部に長方形断面のコ
ンクリート桁または鋼製箱桁を連結し、スクリユ
ーオーガを回転しつつ長方形桁と共に推進させ、
かつ伝動機構を介しスクリユーカツタを回転させ
れば、オーガ軸と直交するスクリユーカツタによ
り刃口体前面の土砂が掘り崩され、掘り崩された
土砂は各らせん羽根により中央に寄せられかつ内
部壁の傾きによつて後部開口に移動させられ、そ
の開口からスクリユーオーガにより長方形桁の中
心孔を通じて排除され、それに対応して長方形桁
が地中に圧入される。 Then, a concrete girder or a steel box girder with a rectangular cross section is connected to the rear open part of the cutting mouth body, and the screw auger is rotated and propelled together with the rectangular girder.
When the screw cutter is rotated through a transmission mechanism, the screw cutter perpendicular to the auger shaft digs up the earth and sand in front of the cutting mouth body, and the earth and sand that has been dug up are brought to the center by each helical blade and disposed inside. The inclination of the wall causes it to be moved to the rear opening, from which it is expelled by a screw auger through the center hole of the rectangular girder, and the rectangular girder is correspondingly pressed into the ground.
(実施例)
第1図ないし第3図はこの発明の実施例を示す
ものであり、1は横長な長方形状をなし正面およ
び背面が解放された箱状の刃口体であつて、その
内側前半の中央部には前面に山状の剣先2aを取
付けたギヤボツクス2が後述するスクリユーオー
ガ13の軸線に沿つて配設され、型材9を介して
刃口体1の上下壁に固着されており、このギアボ
ツクス2の両側壁と刃口体1の両側壁との間には
左右で対をなすスクリユーカツタ3,3′と4,
4′がオーガ13の軸線に直交して上下二段に回
転可能に配設されている。(Embodiment) Figures 1 to 3 show an embodiment of the present invention, in which 1 is a box-shaped cutter mouth body that has a horizontally long rectangular shape and is open at the front and back sides; In the center of the first half, a gearbox 2 with a mountain-like tip 2a attached to the front is arranged along the axis of a screw auger 13, which will be described later, and is fixed to the upper and lower walls of the cutting edge body 1 via a profile 9. Between both side walls of the gear box 2 and both side walls of the cutting edge body 1, there are screw cutters 3, 3' and 4, which form a pair on the left and right.
4' are rotatably arranged in two stages, upper and lower, perpendicular to the axis of the auger 13.
左右上下のスクリユーカツタ3,3′,4,
4′は心軸3a,3a′,4a,4a′とその周面に
設けられたらせん羽根3b,3b′,4b,4b′か
らなり、各らせん羽根3b,3b′,4b,4b′の
周囲部には多くの超硬合金製のビツト3c,3
c′,4c,4c′が取付けられ、また、左右のらせ
ん羽根3bと3b′および4bと4b′はそれぞれら
せんの方向を異にしていて掘削土砂を中央にかき
寄せるようになされており、そして、各心軸3
a,3a′および4a,4a′の外端には第4図イの
ように角形部と円形部からなる短軸5がそれぞれ
一体回転するように取付けられ、それらの短軸5
は外側の軸受部材6aを介し刃口体1の側壁に回
転可能に支持され、一方、左右の心軸3aと3
a′および4aと4a′の各内端は、それぞれ第4図
ロのように両側が角形部をなし中央が円形部をな
してそこに所要直径のウオームホイール8をキー
止めし、かつこのウオームホイール8をギヤボツ
クス2中に位置させてボツクス2を貫通する中間
軸7により一体回転するように連結され、内側の
軸受部材6bを介してギヤボツクス2に回転可能
に支持されている。 Left, right, top and bottom screw cutters 3, 3', 4,
4' consists of core shafts 3a, 3a', 4a, 4a' and helical blades 3b, 3b', 4b, 4b' provided on the peripheral surface thereof, and the periphery of each helical blade 3b, 3b', 4b, 4b'. There are many cemented carbide bits 3c and 3 in the part.
c', 4c, 4c' are attached, and the left and right helical blades 3b and 3b' and 4b and 4b' have different spiral directions, respectively, and are designed to gather excavated earth and sand to the center. , each axis 3
A, 3a' and 4a, 4a' have short shafts 5, each consisting of a square part and a circular part, attached to their outer ends so as to rotate together as shown in FIG. 4A.
is rotatably supported on the side wall of the cutting edge body 1 via an outer bearing member 6a, while the left and right shafts 3a and 3
Each of the inner ends of a', 4a and 4a' has square parts on both sides and a circular part in the center as shown in FIG. A wheel 8 is located in the gear box 2, connected to rotate together with the intermediate shaft 7 passing through the box 2, and rotatably supported by the gear box 2 via an inner bearing member 6b.
スクリユーオーガ3a,3a′および4a,4
a′に対する上述の支持構造は製作し易く組立てに
便利なものであるが、これは一例であり、各外端
には短軸5を設けることなく直接心軸を軸受部材
6aに回転可能に支持させるようにしてもよく、
また、内端も中間軸7で連結することなく左右の
心軸3a,3a′または4a,4a′を一つにしてこ
れをギヤボツクス2に貫通支持させ、中央にウオ
ームホイール8を取付けるようにしてもよい。 Screw auger 3a, 3a' and 4a, 4
The above-mentioned support structure for a' is easy to manufacture and convenient for assembly, but this is just an example, and the core shaft can be rotatably supported directly on the bearing member 6a without providing the short shaft 5 at each outer end. You may also
Also, the inner end is not connected by the intermediate shaft 7, but the left and right shafts 3a, 3a' or 4a, 4a' are made into one, supported through the gearbox 2, and the worm wheel 8 is mounted in the center. Good too.
上記ギヤボツクス2の内側中央には、第3図の
ように一つのウオーム10が前後の軸線に沿いか
つ角形の軸端をボツクス後壁から突出させて回転
可能に軸支され、上下のスクリユーカツタのウオ
ームホイール8にかみ合つている。 As shown in FIG. 3, a worm 10 is rotatably supported in the center of the inside of the gear box 2 along the front and rear axes with its square shaft end protruding from the rear wall of the box, and the upper and lower screw cutters are connected to the gear box 2. The worm wheel 8 is engaged with the worm wheel 8.
一方、刃口体1内にはギヤボツクス2の後側に
おいてスクリユーオーガ13の挿通と土砂の排出
を兼ねた開口11aを備えた仕切壁11が設けら
れると共に開口11aに向つて収れんする内部壁
12が設けられている。 On the other hand, inside the cutting edge body 1, on the rear side of the gearbox 2, there is provided a partition wall 11 having an opening 11a for inserting the screw auger 13 and for discharging earth and sand, and an inner wall 12 converging toward the opening 11a. is provided.
上記構成のもとに、コンクリート桁の埋設に当
たつては、刃口体1の背面解放部に刃口体1の形
体に見合つた長方形断面で一定長さのコンクリー
ト桁15の先端を嵌合させて固定し、それと同時
にコンクリート桁15の中心孔15a内に挿通し
たスクリユーオーガ13の軸先端をギヤボツクス
2から突出しているウオーム10の軸端に嵌挿連
結する。尤も第3図ではウオーム10とスクリユ
ーオーガ13との間に直径の大きならせん羽根1
3′を介在させたが、これはスクリユーオーガ1
3と一体にするかまたは省略する場合もある。 Based on the above configuration, when burying the concrete girder, the tip of the concrete girder 15, which has a rectangular cross section and a constant length that matches the shape of the cutting edge body 1, is fitted into the open back surface of the cutting edge body 1. At the same time, the shaft end of the screw auger 13 inserted into the center hole 15a of the concrete girder 15 is fitted and connected to the shaft end of the worm 10 protruding from the gearbox 2. Of course, in Fig. 3, there is a large diameter helical blade 1 between the worm 10 and the screw auger 13.
3' was inserted, but this is Screw Auger 1
In some cases, it may be combined with 3 or omitted.
かくて、通常のように出発竪抗内にセツトした
推進機によりスクリユーオーガ13を回転させな
がらオーガ13およびコンクリート桁15を一定
速度で地中に推進させる。 Thus, the screw auger 13 is rotated by a propulsion device set in the starting shaft as usual, and the auger 13 and the concrete girder 15 are propelled into the ground at a constant speed.
このようなスクリユーオーガ13およびコンク
リート桁15の推進により、ギヤボツクス前面の
剣先2aおよび刃口体1の周囲刃先が地中にくい
込むと同時に、スクリユーオーガ13の回転がそ
の前端に連結されたウオーム10によりこれにか
み合う上下のウオームホイール8に伝達され、左
右上下のスクリユーカツタ3,3′,4,4′が同
方向に同一速度で回転することになり、各らせん
羽根3b,3b′,4b,4b′の周囲部に固着され
たビツト3c,3c′,4c,4c′によつて前面の
土砂を掘り崩し、掘り崩された土砂はらせん羽根
3b,3b′,4b,4b′によつて中央部にかき寄
せられかつ中心部に収れんする内部壁12によつ
て中央開口11a側に移動させられ、スクリユー
オーガ13のらせん羽根の作用で開口11aから
コンクリート桁15の中心孔15aを通り抜けて
出発竪抗内に排除され、それに対応してコンクリ
ート桁15が順次に地中に圧入されていく。 Due to the propulsion of the screw auger 13 and the concrete girder 15, the tip 2a at the front of the gearbox and the peripheral cutting edge of the cutting edge body 1 sink into the ground, and at the same time, the rotation of the screw auger 13 causes the worm connected to its front end to sink into the ground. 10, the transmission is transmitted to the upper and lower worm wheels 8 that engage with the worm wheels 8, causing the left and right upper and lower screw cutters 3, 3', 4, 4' to rotate in the same direction and at the same speed, so that each helical blade 3b, 3b', Bits 3c, 3c', 4c, 4c' fixed to the periphery of 4b, 4b' are used to dig up the earth and sand in front, and the earth and sand that has been dug up are removed by spiral blades 3b, 3b', 4b, 4b'. It is moved toward the center opening 11a by the inner wall 12 that is gathered to the center and converged to the center, and passes through the center hole 15a of the concrete girder 15 from the opening 11a by the action of the spiral blade of the screw auger 13. It is removed into the starting shaft, and correspondingly, concrete girders 15 are sequentially press-fitted into the ground.
その際、先端の刃口体1内には左右に伸びるス
クリユーカツタ3a,3a′,4a,4a′が上下二
段に配設されているので、刃口体1の前面の土砂
を掘り残しを作ることなく隅々まで掘り崩すこと
ができ、また、各部に平均して推力が加わるので
刃口体1が曲がることがない。 At this time, screw cutters 3a, 3a', 4a, and 4a' extending from side to side are arranged in upper and lower two stages inside the cutting edge body 1 at the tip. It is possible to dig down every corner without creating any cracks, and since thrust is applied to each part on average, the cutting edge body 1 does not bend.
このようにして、所要数のコンクリート桁15
を横方向に並列圧入した後に、その下側左端部お
よび右端部においては横長な刃口体1およびコン
クリート桁15を90度回転させて縦長な状態にし
て地中に順次に圧入し、その後において内側の土
砂を掘削排除することにより第5図のような地中
コンクリート構造物Aが構築される。 In this way, the required number of concrete girders 15
After press-fitting in parallel in the horizontal direction, the horizontally elongated cutter body 1 and concrete girder 15 at the lower left and right ends are rotated 90 degrees to make them vertically elongated, and then press-fitted into the ground one after another. By excavating and removing the earth and sand inside, an underground concrete structure A as shown in Fig. 5 is constructed.
なお、上述の例では長方形断面のコンクリート
桁を埋設する場合について説明したが、本発明は
これに限らず鋼製の箱桁の埋設にも適用できるも
のである。 In addition, although the above-mentioned example explained the case where a concrete girder with a rectangular cross section was buried, the present invention is not limited to this and can also be applied to burying a steel box girder.
また、スクリユーカツタは上述のように上下二
段とすればバランスがとれて好ましいが、これに
限らず一段としても差支えなく、そして、スクリ
ユーカツタに対する回動動力はオーガ軸とは別に
モータ内蔵のギヤボツクスを刃口体の側部に配設
して伝達させるようにしてもよい。 In addition, it is preferable to have the screw cutter in two stages, upper and lower, as described above, to maintain balance, but it is not limited to this, and it is also possible to use a single stage.The turning power for the screw cutter is provided by a motor built in separately from the auger shaft A gear box may be disposed on the side of the cutting edge body to transmit the information.
(発明の効果)
以上のようにこの発明では、コンクリートおよ
び鋼製桁埋設用の刃口体を長方形で前後の解放さ
れた箱状体となし、その内側前部に左右において
らせん羽根の方向を異ならせたスクリユーカツタ
を推進機に連結されるスクリユーカツタの軸線に
直交させて架設し、また、内側後部には中央開口
を有する仕切壁と開口に向つて収れんする内部壁
を設け、スクリユーカツタをスクリユーオーガま
たは他の原動機で回転させて、刃口体前面の土砂
を中央に集め、これを後方に送るようにしたの
で、スクリユーカツタにより刃口体前面の土砂を
掘り残しを生じることなく隅々まで確実に掘削す
ることができ、かつその掘削土砂を滞ることなく
後方に誘導することができ、したがつて、これま
での正方形または円形断面の桁よりも大きな長方
形断面の桁を容易、円滑に埋設することができ、
それだけ長方形桁の埋設本数が少なくなり、材料
費と施工時間を著しく低減させることができる。(Effects of the Invention) As described above, in this invention, the cutting edge body for embedding concrete and steel girders is made into a rectangular box-like body with open front and rear sides, and the direction of the helical blade is marked on the left and right at the inner front part. Different screw vines are installed perpendicular to the axis of the screw vine connected to the propulsion machine, and a partition wall with a central opening and an inner wall converging toward the opening are provided at the inner rear. By rotating the Yukatsuta with a screw auger or other prime mover, the earth and sand on the front of the cutting edge body is collected in the center and sent to the rear. A girder with a rectangular cross-section that can be reliably excavated to every corner without causing any damage, and the excavated soil can be guided backwards without stagnation. can be buried easily and smoothly,
The number of rectangular girders required to be buried is correspondingly reduced, and material costs and construction time can be significantly reduced.
第1図は本発明に係る刃口体の斜視図。第2図
はその正面図。第3図はスクリユーオーガおよび
コンクリート桁を取付けた状態の断面図。第4図
イ,ロはそれぞれ短軸および中間軸の斜視図。第
5図は本発明の刃口体を用いて構築した地中構造
物の正面図。第6図イは従来の刃口管を用いたコ
ンクリート桁の圧入状態の側面図。同図ロはその
正面図。
図中、1……刃口体、2……ギヤボツクス、2
a……剣先、3,3′,4,4′……スクリユーカ
ツタ、3a,3a′,4a,4a′……心軸、3b,
3b′,4b,4b′……らせん羽根、3c,3c′,
4c,4c′……ピツト、5……短軸、7……中間
軸、8……ウオームホイール、10……ウオー
ム、11……仕切壁、11a……開口、12……
内部壁、13……スクリユーオーガ、15……コ
ンクリート桁。
FIG. 1 is a perspective view of a cutting edge body according to the present invention. Figure 2 is its front view. Figure 3 is a cross-sectional view of the screw auger and concrete girder installed. Figures 4A and 4B are perspective views of the short axis and intermediate axis, respectively. FIG. 5 is a front view of an underground structure constructed using the cutting edge body of the present invention. Figure 6A is a side view of a concrete girder press-fitted using a conventional cutting pipe. Figure B is its front view. In the figure, 1...Blade body, 2...Gearbox, 2
a... Sword tip, 3, 3', 4, 4'... Screw cutter, 3a, 3a', 4a, 4a'... Heart axis, 3b,
3b', 4b, 4b'... spiral blade, 3c, 3c',
4c, 4c'... Pit, 5... Short shaft, 7... Intermediate shaft, 8... Worm wheel, 10... Worm, 11... Partition wall, 11a... Opening, 12...
Internal wall, 13...screw auger, 15...concrete girder.
Claims (1)
側前部に掘削土砂を中央に寄せるように左右にお
いてらせん羽根の方向を異ならせたスクリユーカ
ツタを推進機に連結されるスクリユーオーガの軸
線に直交させて回転自在に架設し、上記箱状体の
内側後部には中央開口を有する仕切壁と開口に向
つて収れんする内部壁を設け、上記スクリユーカ
ツタをスクリユーオーガまたは他の原動機により
回転させて前面の土砂を掘削するようにしたこと
を特徴とする長方形桁埋設用の刃口体。1 A screw auger is connected to a propulsion machine with a screw cutter with helical blades in different directions on the left and right sides so that the excavated soil is concentrated in the center of the inside front of a box-like body that is rectangular and open at the front and back. The box-shaped body is constructed so as to be rotatable perpendicular to the axis, and a partition wall having a central opening and an inner wall converging toward the opening are provided at the inner rear part of the box-like body, and the screw cutter is connected to a screw auger or other prime mover. A cutter mouth body for burying a rectangular girder, characterized in that it is rotated to excavate earth and sand in front.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21417787A JPH01239294A (en) | 1987-08-29 | 1987-08-29 | Cutting edge unit for burying rectangular beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21417787A JPH01239294A (en) | 1987-08-29 | 1987-08-29 | Cutting edge unit for burying rectangular beam |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH01239294A JPH01239294A (en) | 1989-09-25 |
JPH0433960B2 true JPH0433960B2 (en) | 1992-06-04 |
Family
ID=16651512
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21417787A Granted JPH01239294A (en) | 1987-08-29 | 1987-08-29 | Cutting edge unit for burying rectangular beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH01239294A (en) |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH04277294A (en) * | 1991-03-06 | 1992-10-02 | Nishimatsu Constr Co Ltd | Rectangular cross-sectional shield advancing excavator |
JP5547577B2 (en) * | 2009-08-03 | 2014-07-16 | 株式会社熊谷組 | Pipe installation method and excavation equipment in the ground |
JP5597112B2 (en) * | 2010-11-30 | 2014-10-01 | 株式会社熊谷組 | How to install pipes in the ground |
JP5688275B2 (en) * | 2010-11-30 | 2015-03-25 | 株式会社熊谷組 | Pipe and underground pipe installation method |
-
1987
- 1987-08-29 JP JP21417787A patent/JPH01239294A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPH01239294A (en) | 1989-09-25 |
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