JPH0257601B2 - - Google Patents
Info
- Publication number
- JPH0257601B2 JPH0257601B2 JP60041551A JP4155185A JPH0257601B2 JP H0257601 B2 JPH0257601 B2 JP H0257601B2 JP 60041551 A JP60041551 A JP 60041551A JP 4155185 A JP4155185 A JP 4155185A JP H0257601 B2 JPH0257601 B2 JP H0257601B2
- Authority
- JP
- Japan
- Prior art keywords
- lining plate
- casing
- propulsion
- lining
- plate
- 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
- 238000000034 method Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000009434 installation Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 230000003028 elevating effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
Landscapes
- Road Paving Structures (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、ヒユーム管等の小口径推進管を地中
に敷設していく推進工法において、掘削した立坑
の上部に覆工板を取付ける構造に関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention provides a structure in which a lining plate is attached to the top of an excavated shaft in a propulsion method in which a small diameter propulsion pipe such as a Huyum pipe is laid underground. Regarding.
従来、小口径推進管を地中に敷設する推進工法
としては、各種形態のものが知られており、本出
願人も先に、特願昭59−198213号によつて、上記
小口径管を効果的に設置するための推進工法を開
示した。
Conventionally, various types of propulsion methods for laying small-diameter propulsion pipes underground have been known, and the present applicant previously proposed the above-mentioned small-diameter pipes in Japanese Patent Application No. 59-198213. A propulsion method for effective installation was disclosed.
同推進工法を、第4図及び第5図を参照して説
明すると、まず、推進位置における側壁に推進工
事用穴31を穿設し、かつ同穴31に予め盲板を
取付けた鋼製ケーシング32を、内堀りと平行し
て地中に揺動しながら押し込んで、方向を定めて
所定の深さに沈める。同ケーシング32の底部に
固定板33を取付けた後、推進器具設置空間を形
成し、同空間内に空間保持ケース34を取りつけ
る。ケーシング32の他側側壁に推進器具35の
基端を固定する。ついで、ケーシング32を推進
反力発生体として、盲板を外した前記推進工事用
穴31から推進管Aを土中に推進設置することに
よつて、推進管Aを敷設することができる。 The propulsion method will be explained with reference to FIGS. 4 and 5. First, a hole 31 for propulsion work is drilled in the side wall at the propulsion position, and a blind plate is attached to the hole 31 in advance. 32 is pushed into the ground parallel to the inner moat while swinging, and is sunk to a predetermined depth after determining the direction. After attaching the fixing plate 33 to the bottom of the casing 32, a propulsion device installation space is formed, and a space holding case 34 is attached within the space. The proximal end of the propulsion device 35 is fixed to the other side wall of the casing 32. Next, by using the casing 32 as a propulsion reaction force generator, the propulsion pipe A can be installed by propelling it into the ground through the propulsion work hole 31 from which the blind plate has been removed.
しかし、上記推進工法を含めて、従来の推進工
法は、以下の問題点を有していた。 However, conventional propulsion methods, including the above-mentioned propulsion method, have the following problems.
即ち、従来の推進工法では、立坑の上部に覆工
板を設置するに際しては、支保工とは別に受桁を
用いて既製の角形覆工板を取付けなければなら
ず、かかる覆工板の設置は相当に時間を要すると
ともに、道路等との高さ調整が極めて困難であ
り、交通に支障をきたしていた。 That is, in the conventional propulsion method, when installing a lining plate at the top of a shaft, it is necessary to install a ready-made square lining plate using a support girder separately from the shoring, and the installation of such a lining plate is difficult. In addition to taking a considerable amount of time, it was extremely difficult to adjust the height to the road, etc., causing a hindrance to traffic.
本発明は、上記問題点を解決することができる
ケーシングへの覆工板取付構造を提供することを
目的とする。
An object of the present invention is to provide a structure for attaching a lining plate to a casing that can solve the above problems.
本発明は、推進工法に際して地表からほぼ垂直
に立坑を掘削して内部に鋼管製等のケーシングを
埋設し且つ該ケーシングの上端に地表に合わせて
覆工板を取り付ける構造であつて、前記覆工板の
周囲に前記ケーシングの外周に昇降可能に嵌合す
る筒状脚部を形成し、前記ケーシングの内周壁に
前記覆工板のレベルを設定する複数の油圧シリン
ダを配置し、該油圧シリンダの伸縮ロツドを前記
覆工板に連結したことを特徴とする。
The present invention has a structure in which a vertical shaft is excavated almost vertically from the ground surface in the propulsion method, a casing made of steel pipe or the like is buried therein, and a lining plate is attached to the upper end of the casing in alignment with the ground surface. A cylindrical leg portion is formed around the plate and fits into the outer periphery of the casing so as to be able to move up and down, and a plurality of hydraulic cylinders for setting the level of the lining plate are arranged on the inner peripheral wall of the casing, It is characterized in that a telescopic rod is connected to the lining plate.
この構成により、油圧シリンダを作動させれば
覆工板のレベルを自在に変更して路面に合わせた
覆工が行える。また、油圧シリンダを複数配置し
ていることからそれぞれの伸縮ロツドの移動量を
調整すればケーシング軸に対して覆工板を傾斜し
た姿勢に設定でき、路面の傾斜やがキヤンバに合
わせた覆工板の敷設が可能となる。 With this configuration, by operating the hydraulic cylinder, the level of the lining plate can be freely changed to suit the road surface. In addition, since multiple hydraulic cylinders are arranged, the lining plate can be set in an inclined position with respect to the casing axis by adjusting the travel distance of each telescopic rod. It becomes possible to lay the board.
以下、添付図に示す実施例に基づいて、具体的
に本発明を説明する。
Hereinafter, the present invention will be specifically described based on embodiments shown in the accompanying drawings.
第1図は第1実施例に係るケーシングへの覆工
板取付構造の断面正面図、第2図は第1図−
線による断面図、第3図は第2図−線による
断面図である。 Figure 1 is a cross-sectional front view of the lining plate attachment structure to the casing according to the first embodiment, and Figure 2 is the figure 1-
FIG. 3 is a cross-sectional view taken along the line of FIG. 2.
第1図から第3図において、1は継手によつて
直列に連結された中空円形断面を有する複数のケ
ーシングであり、所定の深さまで地中2に押し込
まれた状態にある。なお、ケーシング1は単数の
場合もある。 In FIGS. 1 to 3, reference numeral 1 indicates a plurality of casings having hollow circular cross sections connected in series by joints, which are pushed into the ground 2 to a predetermined depth. In addition, the casing 1 may be singular.
3は最上段のケーシング1に着脱自在に取付け
た中空円形断面の覆工板昇降案内筒であり、同案
内筒3の外周に覆工板4が昇降自在に嵌合してい
る。 Reference numeral 3 denotes a lining plate elevating guide tube with a hollow circular cross section that is detachably attached to the uppermost casing 1, and a lining plate 4 is fitted to the outer periphery of the guide tube 3 so as to be movable up and down.
覆工板4は、本実施例では、同案内筒3に昇降
自在に嵌合した中空円形断面の筒状脚部5と、周
縁下部に筒状脚部5の基端を連結するとともに、
その上面に路面6を形成する円形の覆工板本体7
とからなる。 In this embodiment, the lining plate 4 connects a cylindrical leg 5 with a hollow circular cross section that is fit into the guide tube 3 so as to be able to rise and fall freely, and a base end of the cylindrical leg 5 at the lower peripheral edge.
A circular lining board body 7 forming a road surface 6 on its upper surface
It consists of
また、8は最上段のケーシング1と覆工板昇降
案内筒3の継手部に着脱自在に取付けた覆工板高
さ調整装置であり、ケーシング1内において円周
方向に間隔を開けて配置した複数の油圧シリンダ
9を、上記継手部にボルト等の連結金具10によ
つて固定するとともに、その伸緒ロツド11の先
端を覆工板本体7の下面に連結することによつて
構成している。 Further, 8 is a lining plate height adjustment device detachably attached to the joint between the uppermost casing 1 and the lining plate lifting guide tube 3, and is arranged at intervals in the circumferential direction within the casing 1. A plurality of hydraulic cylinders 9 are fixed to the joint portion with connecting fittings 10 such as bolts, and the tips of the rods 11 are connected to the lower surface of the lining plate main body 7. .
上記構成によつて、地表面Gのレベルと覆工板
4の踏面6のレベルが相違しても、油圧シリンダ
9を作動することによつて、覆工板4を昇降して
覆工板4の踏面6のレベルを地表面Gのレベルに
容易かつ迅速に一致させることができる。また、
筒状脚部5が覆工板昇降案内筒3に対して或る程
度傾斜できるような嵌合度としておけば、覆工板
4の姿勢も自在に変更できる。すなわち、油圧シ
リンダ9は複数配置されているので、それぞれの
伸縮ロツド11の進出量を適切にすれば、ケーシ
ング1の軸線に対して覆工板4を傾けることがで
き、踏面6を周りの地表面Gの傾斜やキヤンバに
合わせた施工が可能となる。更に、覆工板4は伸
縮ロツド11に連結されているので、覆工板4に
偏荷重が作用しても荷重の無い側に浮きを生じる
こともなく、安定した設置状態が維持される。 With the above configuration, even if the level of the ground surface G and the level of the tread surface 6 of the lining board 4 are different, the lining board 4 can be raised and lowered by operating the hydraulic cylinder 9. The level of the tread 6 can be easily and quickly matched to the level of the ground surface G. Also,
If the degree of fitting is such that the cylindrical leg portion 5 can be inclined to a certain extent with respect to the lining plate elevating guide cylinder 3, the posture of the lining plate 4 can also be changed freely. That is, since a plurality of hydraulic cylinders 9 are arranged, if the extension amount of each telescopic rod 11 is set appropriately, the lining plate 4 can be tilted with respect to the axis of the casing 1, and the tread 6 can be tilted against the surrounding ground. Construction can be performed in accordance with the slope and camber of the surface G. Further, since the lining plate 4 is connected to the telescopic rod 11, even if an unbalanced load is applied to the lining plate 4, no lifting occurs on the side with no load, and a stable installation state is maintained.
なお、第1図から第3図におけるその他の構成
について説明すると、15は覆工板本体7に設け
たマンホール、16はマンホール15の直下にお
いて、ケーシング1及び覆工板昇降案内筒3の内
壁に取付けた足場金具であり、作業者は、マンホ
ール15を開口してケーシング1内に出入りで
き、内部からケーシング1同士の連結を行うこと
ができる。 In addition, to explain other structures in FIGS. 1 to 3, 15 is a manhole provided in the lining plate main body 7, and 16 is a manhole provided on the casing 1 and the inner wall of the lining plate lifting guide tube 3 directly below the manhole 15. This is an attached scaffolding metal fitting, and a worker can enter and exit the casing 1 by opening the manhole 15, and can connect the casings 1 from inside.
以上述べてきた構成により、本発明は以下の効
果を奏する。
With the configuration described above, the present invention has the following effects.
覆工板昇降装置を用いることによつて、覆工
板の踏面と地表面とのレベル調整を迅速かつ確
実に行うことができる。 By using the lining board lifting device, the level adjustment between the tread of the lining board and the ground surface can be performed quickly and reliably.
覆工板受桁が不要となり、装置構成が簡単と
なり、安価に製作することができる。 There is no need for a lining plate support girder, the device configuration is simple, and it can be manufactured at low cost.
覆工板を正確に地表面と同一レベルにするこ
とができるので、交通上安全である。 The lining plate can be placed exactly at the same level as the ground surface, making it safer for traffic.
第1図は本発明の第1実施例に係る覆工板構造
の断面正面図、第2図は第1図−線による断
面図、第3図は第2図−線による断面図、第
4図及び第5図は推進工法を示す説明図である。
図中、1:ケーシング、2:地中、3:覆工板
昇降案内筒、4:覆工板、5:筒状脚部、6:踏
面、7:覆工板本体、8:覆工板高さ調整装置、
9:油圧シリンダ、10:連結金具、11:伸縮
ロツド、15:マンホール、16:足場金具、2
0:覆工板昇降案内筒、31:推進工事用穴、3
2:鋼製ケーシング、33:固定板、34:空間
保持ケース、35:推進器具。
1 is a cross-sectional front view of a lining plate structure according to a first embodiment of the present invention, FIG. 2 is a sectional view taken along the line of FIG. 1, FIG. 3 is a sectional view taken along the line of FIG. FIG. 5 and FIG. 5 are explanatory diagrams showing the propulsion method. In the figure, 1: casing, 2: underground, 3: lining plate lifting guide tube, 4: lining plate, 5: cylindrical leg, 6: tread, 7: lining plate body, 8: lining plate height adjustment device,
9: Hydraulic cylinder, 10: Connecting fittings, 11: Telescopic rod, 15: Manhole, 16: Scaffolding fittings, 2
0: Lining plate lifting guide tube, 31: Hole for propulsion work, 3
2: Steel casing, 33: Fixing plate, 34: Space holding case, 35: Propulsion device.
Claims (1)
掘削して内部に鋼管製等のケーシングを埋設し且
つ該ケーシングの上端地表に合わせて覆工板を取
り付ける構造であつて、前記覆工板の周囲に前記
ケーシングの外周に昇降可能に嵌合する筒状脚部
を形成し、前記ケーシングの内周壁に前記覆工板
のレベルを設定する複数の油圧シリンダを配置
し、該油圧シリンダの伸縮ロツドを前記覆工板に
連結したことを特徴とするケーシングへの覆工板
取付構造。1 In the propulsion method, a shaft is excavated almost vertically from the ground surface, a casing made of steel pipe or the like is buried inside, and a lining plate is attached to the upper end of the casing to match the ground surface, and a lining plate is installed around the lining plate. A plurality of hydraulic cylinders are arranged on the inner circumferential wall of the casing, and a plurality of hydraulic cylinders are arranged on the inner peripheral wall of the casing to set the level of the lining plate. A structure for attaching a lining plate to a casing, characterized in that it is connected to a lining plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60041551A JPS61200205A (en) | 1985-03-02 | 1985-03-02 | Structure for mounting cover plate to casing |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP60041551A JPS61200205A (en) | 1985-03-02 | 1985-03-02 | Structure for mounting cover plate to casing |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61200205A JPS61200205A (en) | 1986-09-04 |
JPH0257601B2 true JPH0257601B2 (en) | 1990-12-05 |
Family
ID=12611562
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP60041551A Granted JPS61200205A (en) | 1985-03-02 | 1985-03-02 | Structure for mounting cover plate to casing |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61200205A (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5241804B2 (en) * | 2010-11-19 | 2013-07-17 | 株式会社コプロス | Vertical shaft construction method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5039977U (en) * | 1973-05-10 | 1975-04-23 |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS58167307U (en) * | 1982-05-06 | 1983-11-08 | 藤川 具二 | screw |
-
1985
- 1985-03-02 JP JP60041551A patent/JPS61200205A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5039977U (en) * | 1973-05-10 | 1975-04-23 |
Also Published As
Publication number | Publication date |
---|---|
JPS61200205A (en) | 1986-09-04 |
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