JPH0150756B2 - - Google Patents
Info
- Publication number
- JPH0150756B2 JPH0150756B2 JP18229780A JP18229780A JPH0150756B2 JP H0150756 B2 JPH0150756 B2 JP H0150756B2 JP 18229780 A JP18229780 A JP 18229780A JP 18229780 A JP18229780 A JP 18229780A JP H0150756 B2 JPH0150756 B2 JP H0150756B2
- Authority
- JP
- Japan
- Prior art keywords
- main body
- tail
- edges
- sides
- propulsion
- 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
Links
- 238000010276 construction Methods 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 239000004576 sand Substances 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Description
【発明の詳細な説明】
この発明はボツクスカルバート等の管渠の布設
機に関し、その目的は布設機の推進方向の調節制
御を容易ならしめることにある。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a machine for laying pipes such as box culverts, etc., and its purpose is to facilitate adjustment and control of the propulsion direction of the machine.
従来ボツクスカルバート等上下水道の管渠の埋
設に際しては土留として矢板を使用することが多
いが、近年施工の迅速性さらには騒音対策上オー
プンシールド工法と称される布設機の推進工法が
開発されつつある。 Conventionally, sheet piles have often been used as earth retainers when burying water and sewage pipes such as box culverts, but in recent years a construction machine propulsion method called the open shield construction method has been developed to speed up construction and reduce noise. be.
ところでボツクスカルバートの埋設は、道路下
または道路に添うことが多く屡々屈曲して設置す
ることがある。その際当然ながら布設機も屈曲し
て推進させる必要が生ずる。 By the way, box culverts are often buried under or along roads, and are often installed bent. In this case, of course, the laying machine also needs to be bent and propelled.
この発明は前記要望に対処すべく開発したもの
で、その詳細を図示した実施例によつて説明す
る。 The present invention has been developed to meet the above-mentioned needs, and its details will be explained with reference to illustrated embodiments.
この発明の布設機は本体Aと可動のテール部B
からなる。本体Aは左右両側壁をなすエツジ1,
1と底部の中央エツジ2からなり、各エツジ1,
2の先端には地盤への喰い込みをよくする刃口3
が形成し、かつ前方に向つて対象的に僅少の開角
度αをもたせ直掘進、曲掘推の際、側土圧を軽減
させるようになつている。また相対するエツジ
1,1間を連結するために下端、中段および上段
に連結梁材4が配置してある。 The laying machine of this invention has a main body A and a movable tail part B.
Consisting of Body A has edges 1 forming the left and right side walls,
1 and the bottom central edge 2, each edge 1,
At the tip of 2, there is a cutting edge 3 that allows for better penetration into the ground.
is formed and has a slight opening angle α symmetrically toward the front to reduce lateral earth pressure during direct excavation or curved excavation. Further, connecting beam members 4 are arranged at the lower end, middle stage, and upper stage to connect the opposing edges 1, 1.
推進ジヤツキ5は上下2段に左右のエツジ1の
内側またはエツジ1と中央エツジ2の両側におい
てカバー内に配置してある。 The propulsion jacks 5 are arranged inside the cover in two stages, upper and lower, inside the left and right edges 1 or on both sides of the edges 1 and the central edge 2.
なお本体Aにはパワーユニツト6、操作スタン
ド6′が適宜位置に設けてある。 The main body A is provided with a power unit 6 and an operation stand 6' at appropriate positions.
テール部Bは左右両側のテール7,7と推進軸
方向に2分したテール底板8,8とからなり、各
両側のテール7と半分のテール底板8とをL状に
形成する。そしてテール底板8,8の前縁部はテ
ール部が屈曲したときテール底板8,8が本体A
の後端に突当らないようにするためテール底板
8,8の前縁部が〓状をなすように形成し、かつ
底板8,8の相対部にも隙間を設け、テール部を
僅少の間隙をおいて左右対向させてある。なお本
体Aの後端から一部テール底板8,8と重なるよ
うに底板9を突設させ本体A側と底板8,8の間
にY状の空間を塞ぎ、そこからヒービング等によ
り土砂が流入するのを防止している。そして側テ
ール7の先端は本体Aの側エツジ後部に軸10に
よつて枢着してあり、水平方向にそれぞれ回動可
能なように構成されている。また本体Aが直進し
ているときテール部の水平回動を拘束し直進し易
いように、テール7からブラケツト11を、また
本体Aからブラケツト12を突設してブラケツト
11,12間にロツクピン13を挿入するように
するとよい。 The tail part B consists of left and right tails 7, 7 and tail bottom plates 8, 8 divided into two in the direction of the propulsion shaft, and the tails 7 on both sides and the half tail bottom plate 8 are formed into an L shape. The front edges of the tail bottom plates 8, 8 are such that when the tail portions are bent, the tail bottom plates 8, 8 are connected to the main body A.
In order to prevent the tail from hitting the rear end, the front edges of the tail bottom plates 8, 8 are formed in a conical shape, and a gap is also provided in the opposing parts of the bottom plates 8, 8, so that the tail parts are separated by a small gap. The left and right sides are facing each other. In addition, a bottom plate 9 is provided protruding from the rear end of the main body A so as to partially overlap the tail bottom plates 8, 8 to close a Y-shaped space between the main body A side and the bottom plates 8, 8, from which earth and sand can flow in by heaving etc. It prevents you from doing so. The tips of the side tails 7 are pivotally connected to the rear side edges of the main body A by shafts 10, and are configured to be rotatable in the horizontal direction. In addition, when the main body A is moving straight, a bracket 11 is provided protruding from the tail 7 and a bracket 12 is provided protruding from the main body A, and a lock pin 13 is installed between the brackets 11 and 12 so that the horizontal rotation of the tail portion is restrained and the main body A can easily move straight. It is recommended that you insert .
なお本体A、テール部Bのそれぞれ上部は複数
のパネルの継ぎ足し構造となつていて掘削溝の深
さに対処でき、また連結梁材、中央エツジも幅方
向に複数部材の連結構造となつていて掘削溝の幅
に対処できる。 The upper parts of the main body A and the tail part B each have a structure in which multiple panels are added together to accommodate the depth of the excavation groove, and the connecting beams and central edge are also structured to connect multiple members in the width direction. Can handle the width of excavated trenches.
以上布設機の使用状態について説明すると立坑
壁または既設のボツクスカルバートC1を反力受
として推進ジヤツキ5により本体Aを推進すると
ともにバツクホー14等の掘削機によりエツジ
1,1間の土砂を掘削する。一方それによつて生
じたテール部Bの空間には上方開口よりボツクス
カルバートC2を吊降し、必要により推進ジヤツ
キ5によりテール部Bの空間より押し出すことに
よりあるいはテール部Bの空間において先のボツ
クスカルバートC1と接続し、続いて同様の施工
を繰返す。 To explain the operating conditions of the laying machine above, the main body A is propelled by the propulsion jack 5 using the shaft wall or the existing box culvert C1 as a reaction force receiver, and the earth and sand between the edges 1 and 1 is excavated by an excavator such as a backhoe 14. . On the other hand, a box culvert C 2 is suspended from the upper opening into the space of the tail part B created by this, and if necessary, the box culvert C 2 can be pushed out of the space of the tail part B by the propulsion jack 5, or the box culvert C 2 can be removed from the previous box in the space of the tail part B. Connect with culvert C 1 and repeat the same construction.
本体Aの推進方向を曲げる必要が生じたときに
はロツクピン13を外し、左右の推進ジヤツキ5
の推力を適宜調整することにより本体Aを曲げて
推すことができるその際テール部Bは本体Aに枢
着された状態であり、かつテール底板8は2分さ
れているので本体Aの曲りを拘束することが少な
く、また本体Aが曲がるとテール部はcosθ分幅が
せまくなり比較的容易に方向調節、制御ができ
る。 When it becomes necessary to bend the propulsion direction of the main body A, remove the lock pin 13 and turn the left and right propulsion jacks 5.
The main body A can be bent and pushed by appropriately adjusting the thrust of the main body A. At this time, the tail part B is pivotally connected to the main body A, and the tail bottom plate 8 is divided into two parts, so that the bending of the main body A can be prevented. There is little restraint, and when the main body A bends, the tail part becomes narrower by cos θ, making it relatively easy to adjust and control the direction.
この発明は以上の構成からなり、この管渠布設
機は山留となり、地盤の掘削に伴つて確実に推進
することができ、上方開口より管渠を吊降すこと
により、その内部での接続作業が安全容易であ
る。特にそのテール部が本体に枢着され相対する
テール間に僅少の間隙があるのでこの管渠布設機
を曲げて推進する作業が容易となる。 This invention has the above-mentioned configuration, and this pipe laying machine acts as a mountain stop and can be reliably propelled as the ground is excavated, and by suspending the pipe from the upper opening, connections can be made inside the pipe. Work is safe and easy. In particular, since the tail portion is pivotally connected to the main body and there is a small gap between the opposing tails, it is easy to bend and propel the pipe laying machine.
第1図、第2図および第3図はこの発明の実施
例を示した横断面図、縦断面図及び平面図、第4
図、第5図および第6図aおよびbは使用状態の
概要を示した縦断面図と平面図である。
A……本体、B……テール部、C……ボツクス
カルバート、1……エツジ、2……中央エツジ、
3……刃口、4……連結梁材、5……推進ジヤツ
キ、6……パワーユニツト、6′……操作スタン
ド、7……テール、8……テール底板、9……底
板、10……軸、11……ブラケツト、12……
ブラケツト、13……ピン、14……バツクホ
ー。
1, 2, and 3 are a cross-sectional view, a longitudinal sectional view, and a plan view showing an embodiment of the present invention, and FIG.
Figures 5 and 6 a and b are a vertical sectional view and a plan view showing an overview of the state of use. A...Body, B...Tail, C...Box culvert, 1...Edge, 2...Central edge,
3...Blade mouth, 4...Connecting beam material, 5...Propulsion jack, 6...Power unit, 6'...Operation stand, 7...Tail, 8...Tail bottom plate, 9...Bottom plate, 10... ...Axis, 11...Bracket, 12...
Bracket, 13... pin, 14... backhoe.
Claims (1)
側エツジ間に連結梁材を設けると共に両側エツジ
が前方に向つて対象的に僅少の開角度をもつた刃
口と両側エツジの内面に上下の推進ジヤツキが固
定してある本体と、側テールとテール底板を推進
軸方向に2分した半分のテール底板とをL状に形
成したテール部を僅少の間隙をおいて左右相対向
させて前記本体の後部に水平方向に回動可能なよ
うに枢着してあることを特徴とする管渠布設機。1 Consisting of edges on both sides and a central edge at the bottom, connecting beams are provided between the edges on both sides, and the edges have a slight opening angle symmetrically toward the front, and upper and lower propulsion jacks are installed on the inner surfaces of the edges on both sides. The rear part of the main body is made by placing the main body to which the main body is fixed, and the tail part formed in an L shape by dividing the side tail and the tail bottom plate into two in the direction of the propulsion axis into left and right sides with a slight gap between them. A pipe laying machine characterized by being pivotally connected to the pipe so that it can rotate horizontally.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18229780A JPS57108395A (en) | 1980-12-23 | 1980-12-23 | Pipe drain installation machine |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP18229780A JPS57108395A (en) | 1980-12-23 | 1980-12-23 | Pipe drain installation machine |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS57108395A JPS57108395A (en) | 1982-07-06 |
JPH0150756B2 true JPH0150756B2 (en) | 1989-10-31 |
Family
ID=16115814
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP18229780A Granted JPS57108395A (en) | 1980-12-23 | 1980-12-23 | Pipe drain installation machine |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS57108395A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP4520496B2 (en) * | 2007-11-02 | 2010-08-04 | 誠 植村 | Open shield machine |
-
1980
- 1980-12-23 JP JP18229780A patent/JPS57108395A/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS57108395A (en) | 1982-07-06 |
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