JPH08151894A - Steel pipe for propulsion burial and propulsion burial construction method for steel pipe - Google Patents

Steel pipe for propulsion burial and propulsion burial construction method for steel pipe

Info

Publication number
JPH08151894A
JPH08151894A JP6297356A JP29735694A JPH08151894A JP H08151894 A JPH08151894 A JP H08151894A JP 6297356 A JP6297356 A JP 6297356A JP 29735694 A JP29735694 A JP 29735694A JP H08151894 A JPH08151894 A JP H08151894A
Authority
JP
Japan
Prior art keywords
steel pipe
propulsion
pipe
embedding
main body
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.)
Pending
Application number
JP6297356A
Other languages
Japanese (ja)
Inventor
Kenzo Hoashi
建三 帆足
Taku Takeuchi
卓 竹内
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Komatsu Ltd
Original Assignee
Komatsu Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Komatsu Ltd filed Critical Komatsu Ltd
Priority to JP6297356A priority Critical patent/JPH08151894A/en
Priority to TW084112458A priority patent/TW333583B/en
Priority to KR1019950044870A priority patent/KR960018316A/en
Publication of JPH08151894A publication Critical patent/JPH08151894A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21DSHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
    • E21D9/00Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries
    • E21D9/005Tunnels or galleries, with or without linings; Methods or apparatus for making thereof; Layout of tunnels or galleries by forcing prefabricated elements through the ground, e.g. by pushing lining from an access pit
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K2101/00Articles made by soldering, welding or cutting
    • B23K2101/04Tubular or hollow articles
    • B23K2101/10Pipe-lines

Abstract

PURPOSE: To improve the efficiency of the connecting work by fixing a short pipe (joint member) protruded from an end face to the outer face or the inner face of one end section of a buried steel pipe by the jacking method, and merely inserting the next buried pipe into the short pipe for positioning. CONSTITUTION: A short outer pipe 3 protruded from an end face 2a is fixed by welding to one end section of a steel pipe 1 of a service water pipe or a gas pipe buried by the jacking method. This steel pipe 1 is propelled and buried by a propelling jack provided in a starting vertical shaft, the next buried pipe 1 is connected and propelled after the steel pipe 1 is propelled by the prescribed distance, these actions are subsequently repeated in sequence, and the steel pipe 1 is propelled to the arrival shaft. When the succeeding pipe 1 is to be connected, the succeeding pipe 1 is inserted into the outer pipe 3, its end face 2 is brought into contact with the end face 2a of the preceding pipe 1, then the axes of both pipes 1 coincide for positioning. The infiltration of sediment is prevented, and the connection section is prevented from being separated by the soil pressure. The burying work can be quickly conducted.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地中に推進埋設される
鋼管及びその鋼管を地中に推進埋設する工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a steel pipe that is propelled and buried in the ground and a method for propelling and embedding the steel pipe in the ground.

【0002】[0002]

【従来の技術】推進される鋼管は上水管、ガス管、電線
の地中埋設のための管等に使用される。そのため長距離
にわたって複数の鋼管を順次つなげて推進していく必要
がある。また、他の使用方法として地中に歩道、道路等
の空洞部を構築する工法としてパイプルーフ工法と呼ば
れる工法に用いられることが知られている。この工法は
発進立坑から到達立坑に向けて鋼管を矩形状の輪郭を示
すように多数推進埋設し、その輪郭の内部の土砂を掘削
機により掘削し、その掘削した部分の内壁をコンクリー
ト等のライニング材で覆工する工法である。
2. Description of the Related Art Propelled steel pipes are used as water pipes, gas pipes, pipes for underground burying of electric wires, and the like. Therefore, it is necessary to connect multiple steel pipes one after another over a long distance and promote them. Further, as another method of use, it is known to be used in a construction method called a pipe roof construction method as a construction method for constructing a cavity such as a sidewalk or a road in the ground. In this method, a large number of steel pipes are propulsively embedded from the starting shaft to the reaching shaft so as to show a rectangular contour, the earth and sand inside the contour are excavated by an excavator, and the inner wall of the excavated portion is lined with concrete or the like. It is a method of lining with wood.

【0003】前述の工法において、発進立坑から到達立
坑までの距離、つまり鋼管推進埋設距離は発進立坑の推
進方向幅よりも著しく長いし、鋼管は推進シリンダで推
進埋設され、その推進シリンダの推進スロトークは短か
いので、発進立坑から到達立坑まで一本の長尺な鋼管を
推進埋設できず、短尺な鋼管を順次推進埋設している。
In the above-mentioned construction method, the distance from the starting vertical shaft to the reaching vertical shaft, that is, the steel pipe propulsion burying distance is significantly longer than the width of the starting vertical shaft in the propulsion direction, the steel pipe is propulsively buried in the propulsion cylinder, and the propulsion slot of the propulsion cylinder. Since it is short, one long steel pipe from the starting shaft to the reaching shaft cannot be thrust and buried, and short steel pipes are sequentially thrust and buried.

【0004】一方、推進埋設される鋼管は引き抜き加工
等により製造されるので、その鋼管は長手方向全長に亘
って同一断面形状の筒状体となっている。
On the other hand, since the steel pipe to be propulsively embedded is manufactured by drawing or the like, the steel pipe is a tubular body having the same sectional shape over the entire length in the longitudinal direction.

【0005】[0005]

【発明が解決しようとする課題】前述のように、複数の
鋼管を連続して土中に順次推進埋設するには、先に推進
埋設した鋼管の後端部に次に推進埋設する鋼管を同心状
に位置決めして連結する必要があるし、土中に埋設した
複数の鋼管が土圧等により分離したり、連結部より土砂
等が侵入しないようにする必要がある。
As described above, in order to successively propel and embed a plurality of steel pipes in the soil, the steel pipe to be next propelled and buried concentrically at the rear end portion of the steel pipe to which propulsion was buried first. It is necessary to position them in a fixed shape and connect them, and it is necessary to prevent a plurality of steel pipes buried in the soil from being separated by earth pressure or the like, and to prevent dirt and sand from entering from the joint portion.

【0006】このために従来は、先に推進埋設した鋼管
の後端面に次に推進埋設する鋼管の先端面をつき合せて
溶接により連結している。つまり、鋼管は長手方向全長
に亘って同一断面形状の筒状体であるから、同心状に位
置決めして連結するには後端面と先端面を突き合せて溶
接することになる。
For this reason, conventionally, the front end face of the steel pipe to be next propulsion embedded is brought into contact with the rear end face of the steel pipe to be propulsion embedded first, and connected by welding. That is, since the steel pipe is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, the rear end face and the front end face are butted and welded in order to concentrically position and connect.

【0007】このようであるから、従来の鋼管推進埋設
工法においては、発進立坑から鋼管を推進ジャッキによ
りある程度推進埋設したら、その鋼管の後端面に次の鋼
管の先端面を突き合せ、発進立坑内において溶接して連
結し、その後に次の鋼管を推進ジャッキにより押して推
進埋設している。
Therefore, in the conventional steel pipe propulsion burying method, when a steel pipe is propelled and buried to some extent from the starting shaft by the propulsion jack, the front end face of the next steel pipe is abutted against the rear end face of the steel pipe, In the above, the steel pipes are welded and connected to each other, and then the next steel pipe is pushed by the propulsion jack to be propulsively embedded.

【0008】このために、鋼管相互を溶接する時には推
進ジャッキによる推進埋設動作が中断され、複数の鋼管
を土中に推進埋設する時間は鋼管推進埋設時間と鋼管溶
接時間の和となり、その鋼管溶接時間は一本の鋼管を推
進埋設する時間とほぼ同等であって、この鋼管溶接時間
のために複数の鋼管を推進埋設する時間長くなって鋼管
推進埋設作業効率が悪いものとなっている。
Therefore, when welding the steel pipes together, the propulsion burying operation by the propulsion jack is interrupted, and the time for propulsion burying a plurality of steel pipes in the soil is the sum of the steel pipe propulsion burying time and the steel pipe welding time. The time is almost the same as the time for propulsion burying one steel pipe, and the time for propulsion burying a plurality of steel pipes is long due to the welding time of the steel pipes, and the work efficiency for propulsion burying steel pipes is poor.

【0009】特に、前述のパイプループ工法の場合には
多数の鋼管を矩形状の輪郭を示すように推進埋設するの
で、複数の鋼管を推進埋設する時間が長いとパイプルー
フ工法全体としての工期が長くなってしまう。
In particular, in the case of the above-mentioned pipe loop construction method, since a large number of steel pipes are propulsively embedded so as to show a rectangular contour, if the time for propulsively embedding a plurality of steel pipes is long, the construction period of the pipe roof construction method as a whole is long. It will be long.

【0010】そこで、本発明は前述の課題を解決できる
ようにした推進埋設鋼管及び鋼管推進埋設工法を提供す
ることを目的とする。
Therefore, an object of the present invention is to provide a propulsion-buried steel pipe and a steel pipe propulsion-buried construction method capable of solving the above-mentioned problems.

【0011】[0011]

【課題を解決するための手段】本発明に係る推進埋設用
鋼管は、長手方向全長に亘って同一断面形状の筒状体と
なった鋼管本体2と、この鋼管本体2の外周面又は内周
面の長手方向一端部に外筒3又は内筒4を、その鋼管本
体2の長手方向一端面2aより突出して嵌合固着したも
のである。本発明に係る第1の鋼管の推進埋設工法は、
長手方向全長に亘って同一断面形状の筒状体となった鋼
管本体2と、この鋼管本体2の外周面又は内周面の長手
方向一端部に外筒3又は内筒4を、その鋼管本体2の長
手方向一端面2aより突出して嵌合固着した推進埋設用
鋼管1を、その鋼管本体2の長手方向他端部より土中に
推進埋設し、その推進埋設した推進埋設用鋼管1の外筒
3又は内筒4に次の推進埋設用鋼管1の鋼管本体2にお
ける長手方向他端部を嵌合して連結し、その後に推進埋
設するようにしたものである。本発明に係る第2の鋼管
の推進埋設工法は、長手方向全長に亘って同一断面形状
の筒状体となった鋼管本体2と、この鋼管本体2の外周
面又は内周面の長手方向一端部に外筒3又は内筒4を、
その鋼管本体2の長手方向一端面2aより突出して嵌合
固着した推進埋設用鋼管1を、その鋼管本体2の長手方
向一端部より土中に推進埋設し、その推進埋設した推進
埋設用鋼管1の鋼管本体2における長手方向他端部に、
次の推進埋設用鋼管1の外筒3又は内筒4を嵌合して連
結し、その後に推進埋設するようにしたものである。本
発明に係る第3の鋼管の推進埋設工法は、第1・第2の
工法において、外筒3を固着した推進埋設用鋼管1を推
進埋設する場合に、推進埋設と同時と外筒3と鋼管本体
2の外周面を溶接するようにしたものである。本発明に
係る第4の鋼管の推進埋設工法は、第1・第2の工法に
おいて、内筒4を固着した推進埋設用鋼管1を推進埋設
する場合に、複数の推進埋設用鋼管1を推進埋設完了後
にその内筒4と鋼管本体2の内周面を溶接するようにし
たものである。
A steel pipe for propulsion burying according to the present invention comprises a steel pipe body 2 which is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, and an outer peripheral surface or an inner periphery of the steel pipe body 2. The outer cylinder 3 or the inner cylinder 4 is fitted and fixed to one end of the surface in the longitudinal direction so as to protrude from the one end surface 2a in the longitudinal direction of the steel pipe body 2. A first steel pipe propulsion burying method according to the present invention is
A steel pipe main body 2 that is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, and an outer cylinder 3 or an inner cylinder 4 at one longitudinal end of the outer peripheral surface or the inner peripheral surface of the steel pipe main body 2. The steel pipe 1 for propulsion burying protruding and fitted and fixed from one end face 2a in the longitudinal direction of 2 is propulsion buried in the soil from the other end in the longitudinal direction of the steel pipe body 2, and the outside of the propulsion burying steel pipe 1 The other end in the longitudinal direction of the steel pipe main body 2 of the next steel pipe 1 for propulsion burying is fitted and connected to the pipe 3 or the inner pipe 4, and then propulsion burying is performed. The second method for propulsion and embedding a steel pipe according to the present invention comprises a steel pipe main body 2 which is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, and one longitudinal end of the outer peripheral surface or the inner peripheral surface of the steel pipe main body 2. The outer cylinder 3 or the inner cylinder 4 in the part
The steel pipe 1 for propulsion embedding, which protrudes from the longitudinal one end surface 2a of the steel pipe main body 2 and is fitted and fixed, is propulsion embedded in the soil from one longitudinal end of the steel pipe main body 2, and the propulsion-embedded steel pipe 1 for propulsion embedding. At the other end in the longitudinal direction of the steel pipe body 2 of
The outer cylinder 3 or the inner cylinder 4 of the next steel pipe 1 for propulsion burying is fitted and connected, and then the propulsion burying is performed. The third method for burying steel pipes according to the present invention is the same as the first and second methods, except that when the steel pipe 1 for burying propulsion having the outer cylinder 3 fixed thereto is burial at the same time as the burial for blasting, The outer peripheral surface of the steel pipe body 2 is welded. A fourth steel pipe propulsion burying construction method according to the present invention is a method of propulsion burying a plurality of propulsion burying steel pipes 1 in the case of propulsion burying a propulsion burying steel pipe 1 having an inner cylinder 4 fixed in the first and second construction methods. After the burying is completed, the inner cylinder 4 and the inner peripheral surface of the steel pipe body 2 are welded.

【0012】[0012]

【作 用】本発明の推進埋設用鋼管であれば、外筒
3、内筒4と鋼管本体2の長手方向他端部を嵌合するこ
とで、2つの推進埋設用鋼管1を同心状に位置決めし、
かつ土砂等が侵入したり土圧で分離したりしないように
連結でき、その連結作業が簡単に行なえる。本発明の第
1,第2の鋼管の推進埋設工法であれば、既に推進埋設
した鋼管と次の鋼管を嵌合するのみで連結でき、その連
結作業を短時間に実施できるので、複数の鋼管を短時間
に効率良く推進埋設できる。本発明の第3の鋼管の推進
埋設工法であれば、既に推進埋設した鋼管と次の鋼管を
連結して推進埋設すると同時に外筒3と鋼管本体2を溶
接するので、2つの鋼管の連結強度や土砂侵入防止機能
を著しく優れたものにできるし、溶接のために鋼管の推
進埋設が中断しないから複数の鋼管を短時間に効率良く
推進埋設できる。本発明の第4の鋼管の推進埋設工法で
あれば、複数の鋼管を推進埋設完了後に内筒4と鋼管本
体2を溶接するので、前述と同様に2つの鋼管の連結強
度や土砂侵入防止機能を著しく優れたものにできるし、
溶接のために鋼管の推進埋設が中断しないから複数の鋼
管を短時間に効率良く推進埋設できる。
[Operation] In the case of the steel pipe for propulsion embedding of the present invention, the outer pipe 3, the inner pipe 4 and the other end in the longitudinal direction of the steel pipe main body 2 are fitted to each other so that the two steel pipes for propulsion embedding are concentric. Positioning,
In addition, the connection work can be done easily so that soil and sand will not invade or separate due to earth pressure. According to the first and second steel pipe propulsion embedding methods of the present invention, it is possible to connect a steel pipe that has already been propulsion buried and the next steel pipe by fitting, and the connecting work can be performed in a short time. Can be efficiently and buried in a short time. According to the third method of propulsion embedding of steel pipes of the present invention, the steel pipe that has already been propulsion-embedded and the next steel pipe are connected for propulsion embedding and, at the same time, the outer cylinder 3 and the steel pipe main body 2 are welded, so the connection strength of the two steel pipes It is possible to remarkably improve the function of preventing intrusion of earth and sand, and since the propulsion embedding of steel pipes is not interrupted due to welding, it is possible to efficiently propel and embed a plurality of steel pipes in a short time. According to the fourth steel pipe propulsion burying method of the present invention, the inner cylinder 4 and the steel pipe main body 2 are welded after the completion of the propulsion burying of a plurality of steel pipes. Can be remarkably excellent,
Since the propulsive embedding of steel pipes is not interrupted due to welding, it is possible to efficiently propel and embed a plurality of steel pipes in a short time.

【0013】[0013]

【実 施 例】 (推進埋設用鋼管の第1実施例)図1に示すように、推
進埋設用の鋼管1は長手方向全長に亘って同一断面形状
の筒状体となった鋼管本体2と、この鋼管本体2の外周
面における長手方向一端部に嵌合して溶接で固着した外
筒3より成り、その外筒3は鋼管本体2の長手方向一端
面2aより突出している。
[Examples] (First embodiment of steel pipe for propulsion burying) As shown in FIG. 1, a steel pipe 1 for propulsion burying is a steel pipe main body 2 that is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction. An outer cylinder 3 fitted to one end in the longitudinal direction on the outer peripheral surface of the steel pipe body 2 and fixed by welding, and the outer cylinder 3 projects from the one end surface 2a in the longitudinal direction of the steel pipe body 2.

【0014】このようであるから、図1に仮想線で示す
ように連結する他方の鋼管1における鋼管本体2の長手
方向他端部を連結する一方の鋼管1の外筒3内に嵌合し
て長手方向他端面2bを長手方向一端面2aに突き当て
ることで連結する一方の鋼管1と他方の鋼管1を同心状
に位置決めして連結できる。
Because of this, the other end of the steel pipe main body 2 in the other steel pipe 1 connected as shown by the phantom line in FIG. 1 is fitted into the outer cylinder 3 of one steel pipe 1 connected. Thus, one steel pipe 1 and the other steel pipe 1 to be connected can be concentrically positioned and connected by abutting the other end face 2b in the longitudinal direction against the one end face 2a in the longitudinal direction.

【0015】(推進埋設用鋼管の第2実施例)図2に示
すように、推進埋設用の鋼管1は長手方向全長に亘って
同一断面形状の筒状体となった鋼管本体2と、この鋼管
本体2の内周面における長手方向一端部に嵌合して溶接
で固着した内筒4より成り、その内筒4は鋼管本体2の
長手方向一端面2aより突出している。
(Second embodiment of steel pipe for propulsion burying) As shown in FIG. 2, a steel pipe 1 for propulsion burying is a steel pipe main body 2 which is a tubular body having the same sectional shape over the entire length in the longitudinal direction. The steel pipe body 2 comprises an inner cylinder 4 which is fitted to one end portion in the longitudinal direction of the inner peripheral surface of the steel pipe body 2 and fixed by welding, and the inner cylinder 4 projects from one longitudinal end surface 2a of the steel pipe body 2.

【0016】このようであるから、図2に仮想線で示す
ように連結する他方の鋼管1における鋼管本体2の長手
方向他端部を連結する一方の鋼管1の内筒4の外周面に
嵌合して長手方向他端面2bを長手方向一端面2aに突
き当てることで連結する一方の鋼管1と他方の鋼管1を
同心状に位置決めして連結できる。
Because of this, it fits on the outer peripheral surface of the inner cylinder 4 of one steel pipe 1 which connects the other longitudinal ends of the steel pipe main body 2 of the other steel pipe 1 which is connected as shown in phantom in FIG. The other steel pipe 1 and the other steel pipe 1 which are connected by abutting the other end face 2b in the longitudinal direction against the one end face 2a in the longitudinal direction can be positioned and connected concentrically.

【0017】(複数の推進埋設用の鋼管を土中に推進埋
設する工法の第2実施例)図3(a)に示すように、発
進立坑10内に推進ジャッキ11を備えた推進装置12
と、回転駆動されるカッタ13とスクリューとケーシン
グ14を備えた先導体15をセットする。
(Second Embodiment of Construction Method for Propulsively Embedding Multiple Steel Pipes for Propulsion Buried in Soil) As shown in FIG. 3A, a propulsion device 12 having a propulsion jack 11 in a starting shaft 10 is provided.
Then, the front conductor 15 including the cutter 13 and the screw and the casing 14 which are driven to rotate is set.

【0018】カッタ13を回転駆動して掘削し、その掘
削した土砂をスクリューとケーシング14で発進立坑1
0に搬送しながら推進ジャッキ11を伸ばして先導体1
5を図3(b)に示すように土中に推進する。
The cutter 13 is rotationally driven to excavate, and the excavated earth and sand is started by a screw and a casing 14 to a vertical shaft 1
Extend the propulsion jack 11 while transporting it to 0
5 is propelled into the soil as shown in FIG. 3 (b).

【0019】先導体15を所定距離だけ推進させたら推
進ジャッキ11を縮め、図3(c)に示すように推進埋
設用の鋼管1を、外筒3を後側(推進ジャッキ11側)
として先導体15の後端部に連結する。なお、鋼管1内
にはスクリューとケーシングが設けられ、そのスクリュ
ーとケーシングは先導体15内のスクリューとケーシン
グ14と連結される。
After propelling the front conductor 15 by a predetermined distance, the propulsion jack 11 is contracted, and as shown in FIG. 3C, the steel pipe 1 for propulsion embedding and the outer cylinder 3 on the rear side (propulsion jack 11 side).
Is connected to the rear end of the front conductor 15. A screw and a casing are provided in the steel pipe 1, and the screw and the casing are connected to the screw in the front conductor 15 and the casing 14.

【0020】推進ジャッキ11を伸ばして先導体15と
ともに鋼管1を土中に推進埋設し、その鋼管1を所定距
離推進埋設したら推進ジャッキ11を縮め、図3(d)
に示すように既に埋設した鋼管1の外筒3に次の鋼管1
の鋼管本体2の長手方向他端部を嵌合して図4に示すよ
うに連結する。
The propulsion jack 11 is extended to embed the steel pipe 1 in the soil together with the tip conductor 15, and the propulsion jack 11 is contracted when the steel pipe 1 is propulsion-embedded for a predetermined distance, as shown in FIG. 3 (d).
The following steel pipe 1 is attached to the outer cylinder 3 of the steel pipe 1 already buried as shown in FIG.
The other end of the steel pipe main body 2 in the longitudinal direction is fitted and connected as shown in FIG.

【0021】これによって、既に埋設した鋼管1と次の
鋼管1が同心状に連結されると共に、その鋼管本体2の
長手方向一端面2aと長手方向他端面2bが突き当り、
推進ジャッキ11の推力を確実に伝えることができる。
As a result, the already buried steel pipe 1 and the next steel pipe 1 are concentrically connected, and one end face 2a in the longitudinal direction of the steel pipe body 2 and the other end face 2b in the longitudinal direction abut,
The thrust of the propulsion jack 11 can be reliably transmitted.

【0022】推進ジャッキ11を伸ばして先導体15と
ともに連結した鋼管1を土中に推進埋し、所定距離推進
埋設したら前述と同様に次に推進埋設する鋼管1を連結
して推進埋設し、以後この動作を繰り返して先導体15
を到達立坑まで推進する。
The steel pipe 1 in which the propulsion jack 11 is extended and connected with the tip conductor 15 is propulsively buried in the soil, and when the propulsion is buried for a predetermined distance, the next steel pipe 1 to be propulsion buried is connected and propulsion buried. By repeating this operation, the leading conductor 15
To the vertical shaft.

【0023】前述のように、連結した鋼管1を推進埋設
する際に外筒3と連結した鋼管1の鋼管本体2の外周面
を自動溶接機等で溶接しても良い。つまり、外筒3によ
って鋼管相互が同心状に位置決めして連結されているの
で、推進ジャッキ11により推進埋設しながら外筒3と
鋼管本体2の外周面を発進立坑10内で溶接することが
可能となる。
As described above, the outer peripheral surface of the steel pipe body 2 of the steel pipe 1 connected to the outer cylinder 3 may be welded by an automatic welding machine or the like when the connected steel pipes 1 are propulsively embedded. That is, since the steel pipes are concentrically positioned and connected by the outer cylinder 3, the outer cylinder 3 and the outer peripheral surface of the steel pipe body 2 can be welded in the starting shaft 10 while being propulsively buried by the propulsion jack 11. Becomes

【0024】(複数の推進埋設用の鋼管を土中に推進埋
設する他の実施例)図5に示すように、推進埋設用の鋼
管1を長手方向一端部(外筒3側)を前部として土中に
推進埋設し、その既に推進埋設した鋼管1の鋼管本体2
における長手方向他端部に、次に推進埋設する鋼管1の
外筒3を嵌合して連結し、その後に推進ジャッキ11を
伸ばして推進埋設する。
(Another embodiment in which a plurality of steel pipes for propulsion burying are propulsion buried in the soil) As shown in FIG. 5, the steel pipe 1 for propulsion burying has one end in the longitudinal direction (outer cylinder 3 side) at the front. Steel pipe body 2 of steel pipe 1 that has been propulsion buried in the soil as the
The outer cylinder 3 of the steel pipe 1 to be next propulsion-embedded is fitted and connected to the other end in the longitudinal direction of, and then the propulsion jack 11 is extended to be propulsion-embedded.

【0025】この場合にも推進ジャッキ11を伸ばして
推進埋設すると同時に外筒3と鋼管本体2の外周面を自
動溶接機等で発進立坑10内で溶接しても良い。
In this case also, the outer jack 3 and the outer peripheral surfaces of the steel pipe body 2 may be welded in the starting shaft 10 with an automatic welding machine or the like at the same time as the propulsion jack 11 is extended and propulsion buried.

【0026】以上の各実施例は外筒3を備えた推進埋設
用の鋼管1を用いた場合であり、内筒4を備えた推進埋
設用の鋼管1を用いた場合には図6と図7に示すように
内筒4の外周面に鋼管本体2を嵌合して連結すれば良
い。
In each of the above-mentioned embodiments, the propulsion burying steel pipe 1 having the outer cylinder 3 is used, and when the propulsion burying steel pipe 1 having the inner cylinder 4 is used, FIG. 6 and FIG. As shown in FIG. 7, the steel pipe body 2 may be fitted and connected to the outer peripheral surface of the inner cylinder 4.

【0027】また、複数の鋼管1を推進埋設完了し、各
鋼管1内のスクリューとケーシング等の内蔵物を取り除
いた後に鋼管1内より自動溶接機等で内筒4と鋼管本体
2の内周面を溶接しても良い。
Further, after a plurality of steel pipes 1 have been propulsion-embedded and the internal components such as screws and casings in the respective steel pipes 1 have been removed, the inner cylinder 4 and the inner periphery of the steel pipe body 2 are removed from the steel pipes 1 by an automatic welding machine or the like. The faces may be welded.

【0028】[0028]

【発明の効果】本発明の推進埋設用鋼管であれば、外筒
3、内筒4と鋼管本体2の長手方向他端部を嵌合するこ
とで、2つの推進埋設用鋼管1は同心状に位置決めし、
かつ土砂等が侵入したり土圧で分離したりしないように
連結でき、その連結作業が簡単に行なえる。
According to the steel pipe for propulsion burying of the present invention, the two pipes 1 for propulsion burying are concentric by fitting the outer cylinder 3, the inner cylinder 4 and the other end of the steel pipe main body 2 in the longitudinal direction. Positioned to
In addition, the connection work can be done easily so that soil and sand will not invade or separate due to earth pressure.

【0029】請求項2、請求項3の鋼管の推進埋設工法
であれば、既に推進埋設した鋼管と次の鋼管を嵌合する
のみで連結でき、その連結作業を短時間に実施できるの
で、複数の鋼管を短時間に効率良く推進埋設できる。し
たがって、多数の鋼管を推進埋設するパイプルーフ工法
の工期を著しく短かくできる。
According to the propulsion burying method for steel pipes of claims 2 and 3, it is possible to connect the already propelled and buried steel pipe with the next steel pipe only, and the connecting work can be carried out in a short time. The steel pipe can be efficiently and buried in a short time. Therefore, the construction period of the pipe roof construction method for propulsively embedding a large number of steel pipes can be significantly shortened.

【0030】請求項4の鋼管の推進埋設工法であれば、
既に推進埋設した鋼管と次の鋼管を連結して推進埋設す
ると同時に外筒3と鋼管本体2を溶接するので、2つの
鋼管の連結強度や土砂侵入防止機能を著しく優れたもの
にできるし、溶接のために鋼管の推進埋設が中断しない
から複数の鋼管を短時間に効率良く推進埋設できる。
According to the steel pipe propulsion burying method of claim 4,
Since the steel pipe that has already been propulsion buried and the next steel pipe are connected for propulsion embedding and the outer cylinder 3 and the steel pipe main body 2 are welded at the same time, the connection strength of the two steel pipes and the function of preventing sediment intrusion can be significantly improved, and welding is possible. Because of this, the propulsion embedding of the steel pipes is not interrupted, so that it is possible to efficiently propel and embed a plurality of steel pipes in a short time.

【0031】請求項5の鋼管の推進埋設工法であれば、
複数の鋼管を推進埋設完了後に内筒4と鋼管本体2を溶
接するので、前述と同様に2つの鋼管の連結強度や土砂
侵入防止機能を著しく優れたものにできるし、溶接のた
めに鋼管の推進埋設が中断しないから複数の鋼管を短時
間に効率良く推進埋設できる。
According to the steel pipe propulsion burying method of claim 5,
Since the inner cylinder 4 and the steel pipe body 2 are welded after the completion of the propulsion embedding of a plurality of steel pipes, the connection strength of the two steel pipes and the function of preventing the intrusion of sand and sand can be remarkably excellent in the same manner as described above, and the welding of the steel pipes can be performed for welding. Since the propulsion embedding is not interrupted, multiple steel pipes can be propulsion buried efficiently in a short time.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の推進埋設用鋼管の第1実施例を示す断
面図である。
FIG. 1 is a cross-sectional view showing a first embodiment of a steel pipe for propulsion burying of the present invention.

【図2】本発明の推進埋設用鋼管の第2実施例を示す断
面図である。
FIG. 2 is a sectional view showing a second embodiment of the steel pipe for propulsion burying of the present invention.

【図3】本発明の鋼管推進埋設工法の第1実施例を示す
工程順説明図である。
FIG. 3 is an explanatory view in order of steps showing the first embodiment of the steel pipe propulsion burying method of the present invention.

【図4】鋼管の連結状態を示す断面図である。FIG. 4 is a cross-sectional view showing a connected state of steel pipes.

【図5】鋼管の連結状態を示す断面図である。FIG. 5 is a cross-sectional view showing a connected state of steel pipes.

【図6】本発明の鋼管推進埋設工法の他の実施例の場合
の鋼管の連結状態を示す説明図である。
FIG. 6 is an explanatory view showing a connected state of steel pipes in the case of another embodiment of the steel pipe propulsion burying method of the present invention.

【図7】鋼管の連結状態を示す断面図である。FIG. 7 is a cross-sectional view showing a connected state of steel pipes.

【符号の説明】[Explanation of symbols]

1…推進埋設用鋼管 2…鋼管本体 3…外筒 4…内筒 5…発進立坑 6…推進ジャッキ 15…先導体。 DESCRIPTION OF SYMBOLS 1 ... Steel pipe for propulsion burying 2 ... Steel pipe main body 3 ... Outer cylinder 4 ... Inner cylinder 5 ... Starting shaft 6 ... Propulsion jack 15 ... Lead conductor.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 土中に推進埋設される推進埋設用鋼管に
おいて、 長手方向全長に亘って同一断面形状の筒状体となった鋼
管本体2と、この鋼管本体2の外周面又は内周面の長手
方向一端部に外筒3又は内筒4を、その鋼管本体2の長
手方向一端面2aより突出して嵌合固着した推進埋設用
鋼管。
1. A steel pipe for propulsion and embedding in a soil, which is a tubular body having a tubular shape with the same cross-section over the entire length in the longitudinal direction, and an outer peripheral surface or an inner peripheral surface of the steel pipe main body 2. A steel pipe for propulsion embedding in which an outer cylinder 3 or an inner cylinder 4 is fitted and fixed to one end portion in the longitudinal direction of the steel pipe main body 2 so as to project from the one end surface 2a in the longitudinal direction of the steel pipe body 2.
【請求項2】 長手方向全長に亘って同一断面形状の筒
状体となった鋼管本体2と、この鋼管本体2の外周面又
は内周面の長手方向一端部に外筒3又は内筒4を、その
鋼管本体2の長手方向一端面2aより突出して嵌合固着
した推進埋設用鋼管1を、その鋼管本体2の長手方向他
端部より土中に推進埋設し、 その推進埋設した推進埋設用鋼管1の外筒3又は内筒4
に次の推進埋設用鋼管1の鋼管本体2における長手方向
他端部を嵌合して連結し、その後に推進埋設するように
した鋼管の推進埋設工法。
2. A steel pipe main body 2 which is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, and an outer cylinder 3 or an inner cylinder 4 at one longitudinal end of the outer peripheral surface or the inner peripheral surface of the steel pipe main body 2. The steel pipe 1 for propulsion embedding, which protrudes from the longitudinal one end surface 2a of the steel pipe body 2 and is fitted and fixed, is propulsively embedded in the soil from the other end in the longitudinal direction of the steel pipe main body 2, and the propulsion embedding embedding is carried out. Outer cylinder 3 or inner cylinder 4 of the steel pipe 1
A method for propulsion embedding a steel pipe in which the other end portion in the longitudinal direction of the steel pipe body 2 of the next propulsion embedding steel pipe 1 is fitted and connected, and then the propulsion embedding is performed.
【請求項3】 長手方向全長に亘って同一断面形状の筒
状体となった鋼管本体2と、この鋼管本体2の外周面又
は内周面の長手方向一端部に外筒3又は内筒4を、その
鋼管本体2の長手方向一端面2aより突出して嵌合固着
した推進埋設用鋼管1を、その鋼管本体2の長手方向一
端部より土中に推進埋設し、 その推進埋設した推進埋設用鋼管1の鋼管本体2におけ
る長手方向他端部に、次の推進埋設用鋼管1の外筒3又
は内筒4を嵌合して連結し、その後に推進埋設するよう
にした鋼管の推進埋設工法。
3. A steel pipe main body 2 which is a tubular body having the same cross-sectional shape over the entire length in the longitudinal direction, and an outer cylinder 3 or an inner cylinder 4 at one longitudinal end of the outer peripheral surface or the inner peripheral surface of the steel pipe main body 2. The steel pipe 1 for propulsion embedding, which protrudes from the longitudinal one end surface 2a of the steel pipe main body 2 and is fitted and fixed, is propulsively embedded in the soil from one longitudinal end of the steel pipe main body 2, and the propulsion-embedded for propulsion embedding A steel pipe propulsion embedding method in which the outer cylinder 3 or the inner cylinder 4 of the next propulsion embedding steel pipe 1 is fitted and connected to the other end in the longitudinal direction of the steel pipe body 2 of the steel pipe 1, and then the propulsion embedding is performed. .
【請求項4】 外筒3を固着した推進埋設用鋼管1を推
進埋設する場合に、推進埋設と同時に外筒3と鋼管本体
2の外周面を溶接するようにした請求項2又は3記載の
鋼管の推進埋設工法。
4. The method according to claim 2 or 3, wherein when the steel pipe for propulsion burying 1 to which the outer cylinder 3 is fixed is propulsively embedded, the outer cylinder 3 and the outer peripheral surface of the steel pipe main body 2 are welded simultaneously with the propulsion embedding. Steel pipe propulsion burying method.
【請求項5】 内筒4を固着した推進埋設用鋼管1を推
進埋設する場合に、複数の推進埋設用鋼管1を推進埋設
完了後にその内筒4と鋼管本体2の内周面を溶接するよ
うにした請求項2又は3記載の鋼管の推進埋設工法。
5. When the propulsion burying steel pipe 1 having the inner cylinder 4 fixed thereto is propulsively embedded, the inner cylinder 4 and the inner peripheral surface of the steel pipe main body 2 are welded after the completion of the propulsion embedding of the plurality of propulsion burying steel pipes 1. The method for propulsion and burying a steel pipe according to claim 2 or 3.
JP6297356A 1994-11-30 1994-11-30 Steel pipe for propulsion burial and propulsion burial construction method for steel pipe Pending JPH08151894A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
JP6297356A JPH08151894A (en) 1994-11-30 1994-11-30 Steel pipe for propulsion burial and propulsion burial construction method for steel pipe
TW084112458A TW333583B (en) 1994-11-30 1995-11-21 Steel pipe for propulsion burial and propulsion burial construction method for steel pipe
KR1019950044870A KR960018316A (en) 1994-11-30 1995-11-29 Promotional laying method of steel pipes and steel pipes

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6297356A JPH08151894A (en) 1994-11-30 1994-11-30 Steel pipe for propulsion burial and propulsion burial construction method for steel pipe

Publications (1)

Publication Number Publication Date
JPH08151894A true JPH08151894A (en) 1996-06-11

Family

ID=17845451

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6297356A Pending JPH08151894A (en) 1994-11-30 1994-11-30 Steel pipe for propulsion burial and propulsion burial construction method for steel pipe

Country Status (3)

Country Link
JP (1) JPH08151894A (en)
KR (1) KR960018316A (en)
TW (1) TW333583B (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4879121B2 (en) * 2007-08-30 2012-02-22 奥村機械製作株式会社 Temporary pipe for propulsion method
JP5280389B2 (en) * 2010-02-24 2013-09-04 積水化成品工業株式会社 Cushion material for propulsion pipe and propulsion pipe

Also Published As

Publication number Publication date
TW333583B (en) 1998-06-11
KR960018316A (en) 1996-06-17

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