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JP4132437B2 - Curve roof construction method and curve pipe - Google Patents
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JP4132437B2 - Curve roof construction method and curve pipe - Google Patents

Curve roof construction method and curve pipe Download PDF

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Publication number
JP4132437B2
JP4132437B2 JP19802999A JP19802999A JP4132437B2 JP 4132437 B2 JP4132437 B2 JP 4132437B2 JP 19802999 A JP19802999 A JP 19802999A JP 19802999 A JP19802999 A JP 19802999A JP 4132437 B2 JP4132437 B2 JP 4132437B2
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Japan
Prior art keywords
pipe
curved
curved pipe
row
curve
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JP19802999A
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JP2001020658A (en
Inventor
太郎 粕谷
常雄 小幡
甫 三木
忠克 丸山
一男 丹羽
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AWAJI MATERIA CO., LTD.
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AWAJI MATERIA CO., LTD.
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Description

【0001】
【発明の属する技術分野】
本発明は、土木分野において地中に複数本の曲線パイプを横方向に並設することによって連続壁状の曲線ルーフを構築する方法とこの方法に使用する曲線パイプに関する。
【0002】
【従来の技術】
パイプの両側面にそれぞれ雄雌型の側方継手(以下、セクションジョイントと称する)を設けた曲線パイプを長手方向に接続して円弧状の曲線パイプ列を形成し、隣接する曲線パイプ列相互をセクションジョイントの噛合せにより径方向に連接することによって、土中に円弧状の連続壁(曲線ルーフ)を形成し、しかる後に円弧で囲まれた部分を掘り取って必要とする空間を確保する地中連壁工法が提唱されている(例えば、特開平03−147923号公報)。連続壁を構成する曲線パイプは、隣接する曲線パイプ同士をセクションジョイントによる噛合い(嵌合)によって順次接続され、最終的にある曲率をもった1枚の連壁となる。また、この連壁工法の改良手段として、工期の短縮と工費の低減を図るために、予め複数の曲線パイプを平行に連結しておき、その両端側のパイプの側面に継手を備えた埋設管アセンブリを地中に布設する工法が特開平10−292367号工法によって提案されている。このような工法は、それまでの単独の曲線パイプを一定間隔で土中に施工した後に、そのパイプを通してパイプ周辺に薬液を注入して仮設壁を形成する方法に比べても、強固な曲線ルーフを容易に構築できる点で優れている。
【0003】
しかしながら、地中に一定の直径の孔を一定の曲率をもつようにボーリングして、しかる後にその孔の中に一定長さの曲線状パイプを引き込んで長さ方向に互いに接合することによって形成される1本の曲線パイプ列と、それに隣接して同様の方法によって次に形成される曲線パイプ列との曲率を完全に一致させることは、一般に極めて困難である。
【0004】
即ち、曲線パイプ列相互の形状が一定にならない原因の一つは、1本の曲線パイプ列を施工する過程で、完全に均質ではない地盤をボーリングマシンによって掘削する際に、ボーリングマシンの掘削部先端はどうしても固い地盤部分を避ける方向に変位しようとする傾向が生じることである。また、各曲線パイプ列は全長が1本の長い曲線パイプではなく、短い曲線パイプを長手方向に継ぎ足して形成されているため、曲線パイプ相互を接続する度に微妙な曲率のずれが発生し、これが何箇所も繰り返し実施され、しかも曲線パイプ列が増えていく過程で次第にセクションジョイントの噛み合わせがきつくなり、ついにはセクションジョイントの噛み合わせが困難になる事態が生じるのは避けられないことであった。
【0005】
このような事態を避けるために、セクションジョイントの雄雌形状を工夫して、噛合い状態にある程度のガタを作っておくことが常識的に行われている。しかし、ガタを作ることは一方で、曲線パイプ列の「列」としての形状を更に大きく歪ませるのを助長する方向に作用する。したがって、セクションジョイントの雄雌形状の噛合せの工夫だけでは、前記した問題の本質的な解決には至らない。
また、セクションジョイントは、曲線パイプの側面に溶接等の方法で固定されており、その長さは曲線パイプ側面が描く円弧の長さと同じで、セクションジョイントと曲線パイプの端面が揃った位置になるように固着されるのが普通である。このためセクションジョイント自体は、曲線パイプの長さ方向の接続に対しては、何等の寄与をしていないのが現状であった。
【0006】
【発明が解決しようとする課題】
上述したように、曲線パイプ列を相互に連結して広幅の曲線ルーフを構成する場合に、施工のいずれかの段階において隣り合う曲線パイプ列側面同士のセクションジョイントによる噛合せ締結が困難な程度までに、曲線パイプ列の形状に歪みが生じる現象は避け難い問題である。
【0007】
本発明は、上記した曲線パイプ列相互の接続が困難となるような事態が生じる場合にも、高強度の幅広の曲線パイプルーフ構造を安定して形成し得る施工方法とそれに使用するに好適な曲線パイプを提供することを目的とする。また、本発明の他の目的は、曲線パイプの長さ方向の接続に対して有効なセクションジョイントを有する曲線パイプを提供することにある。
【0008】
【課題を解決するための手段】
上記の課題を解決するための本発明の請求項1に係る曲線ルーフの構築方法は、先行して敷設された曲線パイプ列に隣接して新しい曲線パイプ列をセクションジョイントによる噛合せにより敷設して地中に円弧状の連接壁を構築するに際し、先行曲線パイプ列が後続曲線パイプ列とのセクションジョイントによる噛合せに不都合な程度の曲りを生じたとき、当該後続曲線パイプは先行曲線パイプとのジョイント同士の噛合わせを行わずに、先行曲線パイプに対してL/5以上2L以下(L:曲線パイプ直径に雌雄のジョイントの高さを加えた長さ)の距離だけ離して後続曲線パイプ列を独立して敷設し、少なくともこの後続曲線パイプ列側からこの離隔した箇所に薬液を注入することを特徴とする。
また、請求項2に係る発明は、請求項1記載の方法において曲線パイプの長手方向相互の連接に使用する曲線パイプとして、パイプ本体の両側面に固着するセクションジョイントは、パイプ本体と同じ長さを有すると共に、パイプ本体側面の延長上にD/2以上(D:パイプ本体の外径)軸方向にずらせた状態で取り付けた曲線パイプを対象とする。
【0009】
【発明の実施の形態】
以下、図面に基づいて本発明の実施形態例を説明する。
曲線ルーフは、図1に示す如く、地中に曲線パイプ列1A、1B、1C…を横に並べて壁構造となるように一体化したもので、後に曲線ルーフで囲まれた部分を掘り取ることによって地中に空間を構築する等の目的で利用される。各曲線パイプ列は、それぞれ複数本の短い曲線パイプを長手方向に継ぎ足して形成され、その継ぎ目部は、形状記憶合金製継手或いは溶接等によって締結されている。而して、互いにセクションジョイント2a、2bで側面を連接させたパイプ列1A、1B、1Cを複数本地中に施工して行くと、いずれは上述したパイプ列の変位や曲率のずれ等の原因により、互いにセクションジョイントを噛合せるのが困難な状態に立ち至る。このような場合に本発明の施工方法が適用されるのである。図1では、3列のパイプ列1A、1B、1Cは、相互にセクションジョイントの噛合せで連接できたが、次のパイプ列1Dは、セクションジョイントによる接続が無理な場合を想定している。
【0010】
すなわち、既に施工した曲線パイプ列とはセクションジョイントの噛合せをさせずにある程度離れた場所に、別の新しい1列目の曲線パイプ列1D(以下、これを矯正用パイプ列と称する)を施工し、以下のパイプ列は再びセクションジョイントによる噛合せによって壁を構築する。前記矯正用パイプ列1Dを構成する各曲線パイプは、一例を図2に示す如く、そのパイプ本体1の両側には通常のセクションジョイント2a、2bを有しているが、既に施工した曲線パイプ列に対向する側面にはセクションジョイント2aを挟んで薬液注入用の小穴4を複数有する細径パイプ3が2本取り付けられている。そして、矯正用パイプ列1Dとその前のパイプ列1Cとの間の間隙には、前記の細径パイプ3を通して供給される薬液(地盤の止水性或いは強度を増大させる働きをもつもので、懸濁液型のセメント系や水ガラス系がある)が小穴4を通して噴出して充填され、これが固化して両パイプ列を一体化させる。
【0011】
図3は図1の連接したパイプ列と矯正用パイプ列の拡大断面を示すもので、パイプ列1Cと矯正用パイプ列1Dに設けた細径パイプ3から噴出した薬液5が両者の間隙を埋めて一体化させた状態を示している。なお、図示の例ではパイプ列1Cの側にも細径パイプ3をもったパイプ列を示しているが、場合によってはパイプ列1Cには細径パイプ3を付設しないこともあり得る。
【0012】
矯正用パイプ列は、直前の曲線パイプ列に対してL/5以上2L以下(L:曲線パイプ直径に雌雄のジョイントの高さを加えた長さ)の距離dだけ離してを敷設することが望ましい。両パイプ列の間隔をL/5未満とすると、狭すぎて薬液注入に際し効率が悪くなると共に、パイプ列長手方向の位置によっては曲りの方向によって対向するジョイント相互が接触するおそれがある。逆に2Lを超えて離隔すると、通常の薬液注入では対応困難となり、コストの高い凍結工法を採用せざるを得ないことから、上記した範囲とした。実際上は、正常な場合のパイプ1列又は2列分をとばして次の位置に矯正列を施工するのが一般的である。
【0013】
また、矯正用パイプ列に取り付ける細径のパイプ3の径sは、曲線パイプ外径Dの1/4D以下で通常は30〜50mmφ程度であり、該細径パイプに開ける複数の小穴4は主に対向するパイプ列を指向する向きとその直角方向の3方向に向って設けられ、その径は数mm程度でかつ必要に応じ注入薬液が逆流するのを防ぐノズルを付設することが好ましい。薬液の注入は、先行パイプ列の動きをみる等の方法で適正量を注入するが、全長に沿って均等に注入するためには、細径パイプ内にパッカーを仕込む必要がある場合も想定される。パッカーを使用する場合の細径パイプの注入用細穴は、図2の例のように多数開けるのではなく、細径パイプの長さ1m当たりに1ケ所程度(3方向)とするのが望ましい。細径パイプ3は、少なくとも1本を通常使用される曲線パイプに必要に応じ溶接によって固定される。なお、矯正用パイプ列の先頭に位置する曲線パイプの細径パイプ3の先端は、土砂が入り込まないように蓋をしておくことが望ましい。
【0014】
次に、曲線パイプルーフの縦方向の強度は、曲線パイプ列が、複数本の短い曲線パイプを長さ方向に順次接合して構成されることから、締結部の強度にも大きく依存する。曲線パイプ長さ方向の締結は、溶接や形状記憶合金継手による手段が主要であるが、これに加えて特に図4に示す曲線パイプを用いることが、締結部の強度を向上させる点で好ましい。
【0015】
すなわち、図4(a)(b)に示すように、セクションジョイント2a、2bを曲線パイプ本体1の一端(図では右端)では突き出させ、他端ではその突きだし長さと同じだけ凹ませて取り付けておく。また、図示の如く各セクションジョイント2a、2bの先後端部は、互いに対応した凹凸形状に形成しておき、突き合わせた時に係合するようにしておく。締結する曲線パイプの端面同士についても凹凸形状に形成し、この端面同士を溶接または形状記憶合金継手等によって接続した後で、先後の曲線パイプに差し込み式で重なった部分のセクションジョイント2a、2bを相手側の曲線パイプと溶接することによって、パイプ同士の接続強度を著しく高めることができる。
【0016】
なお、この曲線パイプ本体の両側面に固着するセクションジョイント2a、2bは、パイプ本体と同じ長さ及び同一曲率を有すると共に、パイプ本体側面の延長上にD/2以上(D:パイプ本体の外径)軸方向にずらせた状態で取り付けることが望ましい。D/2未満の長さずらしても、突き出し長さpが短く、溶接によっても十分な接続強度が得られないため、少なくともD/2以上とした。突き出し長さpの上限は、特に規定しないが、余り長く突き出すと作業面で面倒であることや変形しやすいことから、大体2D以内とすることが実用的である。
【0017】
また、パイプ本体の両側面に必要に応じて取り付ける細径パイプについては、パイプ本体と同じ長さ及び同一曲率を有すると共に、パイプ本体側面の延長上にD/2以上(D:パイプ本体の外径)軸方向にずらせた状態で取り付けても、或いは全く突き出すことなく端面を揃えて取り付けてもよい。
【0018】
【実施例】
[施工条件]
・曲線パイプ:1330長×267外径(mm)、曲率(R)=4000mm、
・セクションジョイント:
雄部 50φの中実鋼材を脚部20mmの鋼材でパイプ側面に溶接、
雌部 内径60mmのパイプ材をその長手方向25mmの幅で切り欠いたものを溶接にてパイプの側面に固着、
なお、ジョイントの長さは曲線パイプと同長であるが、パイプの側面に300mm軸方向にずらせて固着している。
・矯正用曲線パイプ:
上記の曲線パイプとサイズ及びRは同じ曲線パイプで、その雄部側のセクションジョイントの両側に、多数の小穴(5mm径)を有する40mmφのパイプ(曲線パイプと同長)を2本溶接する。
【0019】
[施工要領]
6本の曲線パイプ相互を軸方向に接続して1列目のパイプ列をつくり、これにセクションジョイントを介して2列目のパイプ列を径方向にも連結して、パイプルーフを形成してゆく。このようにして3列のパイプ列を連結したが、地盤の影響で曲線パイプに曲りが生じ、4列目のパイプ列を直接連結することは困難であると予想された。このため4列目のパイプ列は、3列目のパイプの継手部から約340mm離した部位に矯正用パイプ列を施工した。この矯正用パイプ列に予定したパイプ列を引き続き接続施工して所定の曲線パイプルーフを構築した。なお、3列目のパイプ列もその片側に細径パイプを取り付けた曲線パイプを用いて施工した。その後、矯正用パイプ列及び3列目のパイプ列の細径パイプにセメント系の薬液を注入して、3列目と4列目間の土壌を強化した。
【0020】
[施工結果]
薬液注入から7日間経過後、曲線ルーフの下部の土砂を掘削除去して空間を形成したが、薬液を注入した箇所は十分固化して必要や強度を有することが認められ、3列目と4列目のパイプ列は一体化されていることが確認できた。
【0021】
【発明の効果】
以上説明した本発明請求項1に係る施工方法によれば、曲線パイプ列に施工時に曲がりやジグザグ化の傾向が出ても、これを簡単に打開でき、高強度の幅広の曲線パイプルーフ構造を安定して形成し得ること、及びセクションジョイントを無理やり噛み合わせる必要がないため、一連の工事を結果的には短期間で完了させることができる。
【0022】
また、本発明請求項2に係る曲線パイプにより、曲線パイプ自身を軸方向に強固に接続することができる。
【図面の簡単な説明】
【図1】本発明の施工方法を説明するためのパイプ列の構築図。
【図2】本発明において用いる矯正用パイプ列を構成するパイプの部分拡大図。
【図3】本発明によって施工したパイプ列の拡大断面図。
【図4】(a)は本発明に係る曲線パイプの具体例を示す平面図、(b)は正面図、 (c)は(a)のA−A線矢視図。
【符号の説明】
1 曲線パイプ本体
1A、1B、1C 曲線パイプ列
1D 矯正用パイプ列
2a、2b セクションジョイント
3 薬液注入用細径パイプ
4 小穴
5 薬液注入箇所
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method of constructing a continuous wall-like curved roof by arranging a plurality of curved pipes in the horizontal direction in the ground in the civil engineering field, and a curved pipe used in this method.
[0002]
[Prior art]
Curved pipes having male and female side joints (hereinafter referred to as section joints) on both sides of the pipe are connected in the longitudinal direction to form an arcuate curved pipe array, and adjacent curved pipe arrays are connected to each other. By connecting the joints in the radial direction by meshing the section joints, an arc-shaped continuous wall (curved roof) is formed in the soil, and then the area surrounded by the arc is dug to secure the necessary space. A middle wall construction method has been proposed (for example, Japanese Patent Laid-Open No. 03-147923). The curved pipes constituting the continuous wall are sequentially connected by engaging (fitting) adjacent curved pipes with a section joint, and finally become one continuous wall having a certain curvature. In addition, as an improvement means of this continuous wall construction method, in order to shorten the construction period and reduce the construction cost, a plurality of curved pipes are connected in parallel, and embedded pipes having joints on the side surfaces of the pipes on both ends thereof A construction method for laying the assembly in the ground is proposed by Japanese Patent Laid-Open No. 10-292367. Such a construction method is stronger than the conventional method in which a single curved pipe is installed in the soil at regular intervals and then a chemical solution is injected around the pipe to form a temporary wall. Is excellent in that it can be easily constructed.
[0003]
However, it is formed by boring holes of a certain diameter in the ground with a certain curvature and then drawing curved pipes of a certain length into the hole and joining them in the length direction. It is generally very difficult to perfectly match the curvature of one curved pipe row and the curved pipe row formed next by the same method adjacent thereto.
[0004]
That is, one of the reasons that the shapes of the curved pipe rows do not become constant is that in the process of constructing one curved pipe row, when excavating the ground that is not completely homogeneous by the boring machine, the excavation part of the boring machine The tip is inevitably displaced to avoid the hard ground. In addition, each curved pipe row is not a long curved pipe with one full length, but is formed by adding short curved pipes in the longitudinal direction, so that a slight deviation in curvature occurs each time the curved pipes are connected to each other, This is repeated over and over, and it is inevitable that the joints of the section joints will gradually become tighter in the process of increasing the number of curved pipe rows, and finally it will be difficult to engage the joints of the section joints. It was.
[0005]
In order to avoid such a situation, it is common practice to devise the male / female shape of the section joint to create a certain amount of play in the meshing state. However, making backlash, on the other hand, acts in a direction that helps to further distort the shape of the curved pipe row as the “row”. Therefore, the idea of engaging the male and female sections of the section joint alone does not lead to an essential solution of the above-described problem.
Also, the section joint is fixed to the side of the curved pipe by welding or the like, and the length is the same as the length of the arc drawn by the side of the curved pipe, and the end face of the section joint and the curved pipe are aligned. It is usually fixed as follows. For this reason, the present situation is that the section joint itself does not contribute to the connection in the lengthwise direction of the curved pipe.
[0006]
[Problems to be solved by the invention]
As described above, when curved pipe rows are connected to each other to form a wide curved roof, to the extent that it is difficult to engage and fasten by side joints between adjacent curved pipe rows at any stage of construction. In addition, a phenomenon in which the shape of the curved pipe array is distorted is an unavoidable problem.
[0007]
INDUSTRIAL APPLICABILITY The present invention is a construction method that can stably form a high-strength wide curved pipe roof structure even when a situation where the above-mentioned curved pipe rows are difficult to be connected to each other and suitable for use therein. The object is to provide a curved pipe. It is another object of the present invention to provide a curved pipe having a section joint effective for connecting the longitudinal direction of the curved pipe.
[0008]
[Means for Solving the Problems]
A method for constructing a curved roof according to claim 1 of the present invention for solving the above-mentioned problem is that a new curved pipe row is installed adjacent to a previously installed curved pipe row by meshing with a section joint. In constructing an arc-shaped connecting wall in the ground, when the preceding curve pipe row is bent to an extent that is inconvenient to mesh with the subsequent curve pipe row by the section joint, the subsequent curve pipe is connected to the preceding curve pipe. Without engaging the joints, the following curve pipes are separated from the preceding curve pipe by a distance of L / 5 or more and 2L or less (L: the length of the curve pipe diameter plus the height of the male and female joints). Are separately laid, and at least the chemical solution is injected from the side of the subsequent curved pipe row into the separated portion.
The invention according to claim 2 is the curved pipe used for connecting the longitudinal direction of the curved pipes in the method of claim 1, and the section joints fixed to both side surfaces of the pipe body have the same length as the pipe body. And a curved pipe attached in an axial direction shifted by D / 2 or more (D: outer diameter of the pipe body) on the extension of the side surface of the pipe body.
[0009]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of the present invention will be described below with reference to the drawings.
As shown in FIG. 1, the curved roof is formed by integrating curved pipe rows 1A, 1B, 1C,... In the ground so as to form a wall structure, and later digging a portion surrounded by the curved roof. It is used for the purpose of building a space in the ground. Each curved pipe row is formed by joining a plurality of short curved pipes in the longitudinal direction, and the joint is fastened by a shape memory alloy joint or welding. Thus, when a plurality of pipe rows 1A, 1B, and 1C whose side surfaces are connected to each other by the section joints 2a and 2b are constructed in the ground, any of them may be caused by the above-described displacement of the pipe row or deviation of curvature. It becomes difficult to engage the section joints with each other. In such a case, the construction method of the present invention is applied. In FIG. 1, the three pipe rows 1A, 1B, and 1C can be connected to each other by meshing the section joints. However, the next pipe row 1D is assumed to be unable to be connected by the section joints.
[0010]
That is, another new curved pipe row 1D (hereinafter referred to as a straightening pipe row) is constructed at a location separated from the already constructed curved pipe row to some extent without meshing the section joint. However, the following pipe row again builds the wall by meshing with the section joint. Each of the curved pipes constituting the straightening pipe row 1D has normal section joints 2a and 2b on both sides of the pipe body 1 as shown in FIG. 2 as an example. Two small-diameter pipes 3 having a plurality of small holes 4 for injecting a chemical solution are attached to the side surface opposite to the section joint 2a. In the gap between the straightening pipe row 1D and the preceding pipe row 1C, the chemical solution supplied through the small-diameter pipe 3 (having the function of increasing the waterstop or strength of the ground) There are turbid liquid type cement system and water glass system), which are ejected through the small holes 4 and filled, and this solidifies to integrate both pipe rows.
[0011]
FIG. 3 shows an enlarged cross section of the connected pipe row and the straightening pipe row of FIG. 1, and the chemical solution 5 ejected from the small diameter pipe 3 provided in the pipe row 1C and the straightening pipe row 1D fills the gap between them. Shows the integrated state. In the illustrated example, the pipe row having the small diameter pipe 3 on the pipe row 1C side is shown. However, in some cases, the small diameter pipe 3 may not be attached to the pipe row 1C.
[0012]
The straightening pipe row may be laid away from the previous curved pipe row by a distance d of L / 5 or more and 2L or less (L: the length of the curved pipe diameter plus the height of the male and female joints). desirable. If the interval between the two pipe rows is less than L / 5, the efficiency becomes poor when the chemical solution is injected, and depending on the position in the longitudinal direction of the pipe row, the opposing joints may come into contact with each other depending on the bending direction. On the other hand, if the distance exceeds 2L, it is difficult to deal with normal chemical injection, and the costly freezing method must be adopted. In practice, it is common to construct a correction row at the next position by skipping one or two pipes in the normal case.
[0013]
Further, the diameter s of the small diameter pipe 3 attached to the straightening pipe row is 1 / 4D or less of the curved pipe outer diameter D and is usually about 30 to 50 mmφ. It is preferable to provide a nozzle that is directed in three directions, that is, a direction that faces the pipe row opposite to the right direction and a direction that is perpendicular to the pipe row, and that has a diameter of about several millimeters and that prevents the injected drug solution from flowing backward as necessary. In order to inject a chemical solution, an appropriate amount is injected by a method such as observing the movement of the preceding pipe row, but in order to inject evenly along the entire length, it may be necessary to prepare a packer in the small diameter pipe. The In the case of using a packer, it is desirable that the number of fine holes for injection of the small diameter pipe is not opened as many as in the example of FIG. 2, but about one place (3 directions) per 1 m length of the small diameter pipe. . At least one small-diameter pipe 3 is fixed to a curved pipe usually used by welding as necessary. In addition, it is desirable to cover the tip of the small-diameter pipe 3 of the curved pipe located at the top of the straightening pipe row so that earth and sand do not enter.
[0014]
Next, the strength in the longitudinal direction of the curved pipe roof greatly depends on the strength of the fastening portion because the curved pipe row is formed by sequentially joining a plurality of short curved pipes in the length direction. Fastening in the lengthwise direction of the curved pipe is mainly performed by welding or a shape memory alloy joint. In addition to this, it is preferable to use the curved pipe shown in FIG. 4 in terms of improving the strength of the fastening portion.
[0015]
That is, as shown in FIGS. 4 (a) and 4 (b), the section joints 2a and 2b are protruded at one end (right end in the figure) of the curved pipe body 1 and are recessed at the other end by the same length as the protruding length. deep. Further, as shown in the drawing, the front and rear end portions of the section joints 2a and 2b are formed in the corresponding concave and convex shapes so as to be engaged when they are abutted. The end surfaces of the curved pipes to be fastened are also formed in an uneven shape, and after connecting the end surfaces by welding or shape memory alloy joints, etc., the section joints 2a and 2b of the portion overlapped with the previous curved pipe are inserted. By welding with the mating curved pipe, the connection strength between the pipes can be significantly increased.
[0016]
The section joints 2a and 2b fixed to both side surfaces of the curved pipe main body have the same length and the same curvature as the pipe main body, and D / 2 or more (D: outside of the pipe main body) on the extension of the side surface of the pipe main body. (Diameter) It is desirable to install in a state shifted in the axial direction. Even if the length is shifted by less than D / 2, the protruding length p is short, and sufficient connection strength cannot be obtained by welding, so at least D / 2 is set. The upper limit of the protrusion length p is not particularly defined, but if it protrudes too long, it is troublesome on the work surface and easily deformed, so it is practical to be within 2D.
[0017]
In addition, a small-diameter pipe attached to both sides of the pipe body as necessary has the same length and the same curvature as the pipe body, and D / 2 or more on the extension of the side surface of the pipe body (D: outside of the pipe body) (Diameter) It may be attached in a state shifted in the axial direction, or may be attached with the end faces aligned without protruding at all.
[0018]
【Example】
[Construction conditions]
Curved pipe: 1330 length x 267 outer diameter (mm), curvature (R) = 4000 mm,
・ Section joint:
Male part 50mm solid steel material is welded to the side of the pipe with steel material with 20mm leg.
Female part: Pipe material with an inner diameter of 60mm cut out with a width of 25mm in the longitudinal direction, and fixed to the side of the pipe by welding.
The length of the joint is the same as that of the curved pipe, but is fixed to the side surface of the pipe by being shifted in the axial direction by 300 mm.
・ Curve pipe for straightening:
The above curved pipe, size and R are the same curved pipe, and two 40 mmφ pipes (same length as the curved pipe) having many small holes (5 mm diameter) are welded to both sides of the section joint on the male side.
[0019]
[Construction Procedure]
Six curved pipes are connected to each other in the axial direction to form a first pipe row, and a second pipe row is also connected in a radial direction via a section joint to form a pipe roof. go. Although the three pipe rows were connected in this way, the curved pipe was bent due to the influence of the ground, and it was predicted that it would be difficult to directly connect the fourth pipe row. For this reason, the fourth pipe row was formed with a straightening pipe row at a position about 340 mm away from the joint portion of the third pipe. A predetermined curved pipe roof was constructed by continuously connecting the planned pipe row to the straightening pipe row. The third pipe row was also constructed using a curved pipe with a small diameter pipe attached to one side. Thereafter, cement-based chemicals were injected into the straight pipes and the narrow pipes in the third pipe row to strengthen the soil between the third and fourth rows.
[0020]
[Construction results]
Seven days after the chemical injection, the bottom of the curved roof was excavated and removed to form a space. However, it was confirmed that the portion where the chemical was injected had solidified enough and had strength and strength. It was confirmed that the second pipe row was integrated.
[0021]
【The invention's effect】
According to the construction method according to claim 1 of the present invention described above, even if the curved pipe row has a tendency to bend or zigzag at the time of construction, it can be easily overcome, and a high-strength wide curved pipe roof structure can be obtained. A series of constructions can be completed in a short time as a result of being able to form stably and not having to force the section joints together.
[0022]
Further, Ri by the curve pipe according to the present invention claimed in claim 2, it is possible to firmly connect the curve pipe itself in the axial direction.
[Brief description of the drawings]
FIG. 1 is a construction diagram of a pipe line for explaining a construction method of the present invention.
FIG. 2 is a partially enlarged view of a pipe constituting the straightening pipe row used in the present invention.
FIG. 3 is an enlarged cross-sectional view of a pipe line constructed according to the present invention.
4A is a plan view showing a specific example of a curved pipe according to the present invention, FIG. 4B is a front view, and FIG. 4C is a view taken along line AA in FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Curved pipe main body 1A, 1B, 1C Curved pipe row 1D Straightening pipe row 2a, 2b Section joint 3 Small-diameter pipe 4 for chemical injection 4 Small hole 5 Chemical injection location

Claims (2)

先行して敷設された曲線パイプ列に隣接して新しい曲線パイプ列をセクションジョイントによる噛合せにより敷設して地中に円弧状の連接壁を構築するに際し、先行曲線パイプ列が後続曲線パイプ列とのセクションジョイントによる噛合せに不都合な程度の曲りを生じたとき、当該後続曲線パイプは先行曲線パイプとのジョイント同士の噛合わせを行わずに、先行曲線パイプに対してL/5以上2L以下(L:曲線パイプ直径に雌雄のセクションジョイントの高さを加えた長さ)の距離だけ離して後続曲線パイプを敷設し、少なくとも後続曲線パイプ列側からこの離隔した箇所に薬液を注入することを特徴とする曲線ルーフの構築方法。  When constructing an arc-shaped connecting wall in the ground by laying a new curved pipe row adjacent to the previously installed curved pipe row by meshing with a section joint, the preceding curved pipe row and the following curved pipe row When the bending by the section joint is inconvenient, the subsequent curve pipe does not mesh with the preceding curve pipe, and the joint is not more than L / 5 to 2L ( L: the length of the curved pipe diameter plus the length of the male and female section joints), and the subsequent curved pipe is laid, and at least the chemical solution is injected from the side of the succeeding curved pipe row to this separated location. A method for constructing a curved roof. 曲線パイプ本体の両側面に固着するセクションジョイントは、パイプ本体と同じ長さを有すると共に、パイプ本体側面の延長上にD/2以上(D:パイプ本体の外径)軸方向にずらせた状態で取り付けたことを特徴とする請求項1記載の方法に使用する曲線パイプ。 The section joint fixed to both sides of the curved pipe body has the same length as the pipe body, and is shifted in the axial direction by D / 2 or more (D: outer diameter of the pipe body) on the extension of the side surface of the pipe body. The curved pipe used in the method according to claim 1, wherein the curved pipe is attached .
JP19802999A 1999-07-12 1999-07-12 Curve roof construction method and curve pipe Expired - Fee Related JP4132437B2 (en)

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JP19802999A JP4132437B2 (en) 1999-07-12 1999-07-12 Curve roof construction method and curve pipe

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JP5726600B2 (en) * 2011-04-01 2015-06-03 鹿島建設株式会社 How to build a pipe roof
JP5584646B2 (en) * 2011-04-01 2014-09-03 鹿島建設株式会社 Pipe roof construction method
CN112234555A (en) * 2020-10-26 2021-01-15 李连国 A kind of housing wiring elbow and its preparation process
CN113503171A (en) * 2021-08-11 2021-10-15 中电建路桥集团有限公司 Guiding self-drilling type pipe shed steel pipe device for tunnel excavation and construction method

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