JP3019750U - Inclination correction device for buried pipe - Google Patents

Inclination correction device for buried pipe

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Publication number
JP3019750U
JP3019750U JP1995007275U JP727595U JP3019750U JP 3019750 U JP3019750 U JP 3019750U JP 1995007275 U JP1995007275 U JP 1995007275U JP 727595 U JP727595 U JP 727595U JP 3019750 U JP3019750 U JP 3019750U
Authority
JP
Japan
Prior art keywords
pair
buried pipe
roller fixing
vertical shaft
guides
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
Application number
JP1995007275U
Other languages
Japanese (ja)
Inventor
栄吉 春日
健二 今谷
Original Assignee
株式会社春日産業
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 株式会社春日産業 filed Critical 株式会社春日産業
Priority to JP1995007275U priority Critical patent/JP3019750U/en
Application granted granted Critical
Publication of JP3019750U publication Critical patent/JP3019750U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】 【目的】井戸等の立坑の掘削予定地が狭い場所でも、容
易に設置できる埋設管の傾斜矯正装置を提供する。 【構成】井戸等の立坑の掘削予定地の近傍へ少なくとも
三方向に且つ放射状に一対のレール状のガイドを夫々固
定し、一対のガイドへ一対のガイドフレームを備えたロ
ーラー固定台を摺動自在に載置し、ローラー固定台の先
端へは上下方向に回転するローラーを夫々設けると共
に、ローラー固定台の後端へは進退杆の先端を当接させ
たジャッキを後方に夫々固定した。
(57) [Summary] [Purpose] To provide an inclination correcting device for a buried pipe that can be easily installed even in a place where a vertical shaft such as a well is to be excavated. [Structure] A pair of rail-shaped guides are radially fixed in at least three directions near the planned excavation site of a vertical shaft such as a well, and a roller fixing base provided with a pair of guide frames can be slidably attached to the pair of guides. The roller fixing base was provided with rollers that rotate in the vertical direction, and the rear end of the roller fixing base was fixed with the jacks to which the tips of the advancing and retracting rods abut, respectively.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、地中を掘削しながらヒューム管、ケーソン等の管状部材である埋設 管を埋設する工法の井戸等の立坑の掘削作業において、埋設する管状部材である 埋設管の傾斜を矯正する装置に関するものである。 The present invention is a device for correcting the inclination of a buried pipe, which is a tubular member to be buried, in the excavation work of a vertical shaft such as a well, which is a method of burying a buried pipe, which is a tubular member such as a fume pipe and a caisson, while excavating underground. It is about.

【0002】[0002]

【従来技術】[Prior art]

従来、この種の埋設管の矯正は、埋設中の環状部材の一番高く成っている所を 上から叩くか、重量物を乗せて矯正しており、非常に危険が伴うため、本願出願 人が平成2年実用新案出願公告第35916号を先に開示した。 Conventionally, this kind of buried pipe straightening has been performed by tapping the highest part of the annular member being buried from above or by putting a heavy object on it, which is extremely dangerous and therefore the applicant of the present application. First disclosed the utility model application publication No. 35916 in 1990.

【0003】 前記開示した出願は井戸等の立坑の掘削場所及び周辺を覆う鉄板等を敷設して 四方へジャッキを固定するものであり、又、長さを有する4本の鋼材で内側が正 方形と成るように枠体を組んで、夫々の鋼材にジャッキを固定して、ジャッキの 進退杆を進退させることによって埋設管の傾斜を調整するものであった。The above-disclosed application is to lay an iron plate or the like covering an excavation site of a vertical shaft such as a well or the like and fix the jacks in four directions. Further, four steel members having a length are square-shaped inside. The frame was assembled so that the jacks were fixed to the respective steel materials, and the inclination of the buried pipe was adjusted by advancing and retracting the rod of the jack.

【0004】[0004]

【解決しようとする課題】[Problem to be solved]

然し乍、掘削する立坑の予定地は必ずしも鉄板等を敷設できる場所のみでなく 狭い場所もあり、又、4本の鋼材すら正方形に組めるスペースが無い場所もある のが実情である。 However, the planned site of the shaft to be excavated is not only a place where iron plates can be laid, but also a narrow place, and there is also a place where there is no space to assemble even four steel materials into a square.

【0005】[0005]

【課題を解決した手段】[Means for solving the problem]

本考案の埋設管の傾斜装置は上記の事由に着目して鋭意研鑽の結果創案したも ので、井戸等の立坑の掘削予定地の近傍へ少なくとも三方向に且つ放射状に一対 のレール状のガイドを夫々固定し、一対のガイドへ一対のガイドフレームを備え たローラー固定台を摺動自在に載置し、ローラー固定台の先端へは上下方向に回 転するローラーを夫々設けると共に、ローラー固定台の後端へは進退杆の先端を 当接させたジャッキを後方に夫々固定したものである。 The buried pipe tilting device of the present invention was devised as a result of intensive research focusing on the above reasons.Therefore, a pair of rail-shaped guides were radially provided at least in three directions near the planned excavation site of a vertical shaft such as a well. Each of them is fixed, and the roller fixing base with a pair of guide frames is slidably mounted on the pair of guides. To the rear end, the jacks with which the front and rear rods are brought into contact are fixed to the rear, respectively.

【0006】[0006]

【考案の作用】[Function of the invention]

本考案の作用は、井戸等の立坑の掘削予定地の近傍へ少なくとも三方向に且つ 放射状にジャッキを設けため、単数又は複数のジャッキの進退杆を進退させるこ とによって、埋設中の埋設管の傾斜を矯正することができるものである。 The function of the present invention is to provide jacks at least in three directions and radially in the vicinity of the planned excavation site of a vertical shaft such as a well.Therefore, by advancing / retreating the rod of one or more jacks, the buried pipe being buried is buried. The inclination can be corrected.

【0007】[0007]

【考案の目的】[The purpose of the device]

本考案は、井戸等の立坑の掘削予定地が狭い場所でも、容易に設置できる埋設 管の傾斜矯正装置を提供することを目的としたものである。 An object of the present invention is to provide an inclination correcting device for a buried pipe that can be easily installed even in a narrow excavation site such as a well.

【0008】[0008]

【実施例】【Example】

斯る目的を達成した本考案を以下実施例の図面によって説明する。 The present invention which achieves such an object will be described below with reference to the drawings of the embodiments.

【0009】 図1は本考案の実施例を説明するための平面図であり、図2は本考案の実施例 の全体の説明図である。FIG. 1 is a plan view for explaining an embodiment of the present invention, and FIG. 2 is an overall explanatory view of the embodiment of the present invention.

【0010】 本考案は、地中を掘削しながらヒューム管、ケーソン等の管状部材である埋設 管Aを埋設する工法の井戸等の立坑の掘削作業において、埋設する管状部材であ る埋設管Aの傾斜を矯正する装置に関するものであり、井戸等の立坑の掘削予定 地の近傍へ少なくとも三方向に且つ放射状に一対のレール状のガイド1を夫々固 定し、該夫々一対のガイド1へ一対のガイドフレーム2aを備えたローラー固定 台2を夫々摺動自在に載置し、該夫々のローラー固定台2の先端へは上下方向に 回転するローラー3を夫々設けると共に、前記夫々のローラー固定台2の後端へ は進退杆4aの先端を当接させたジャッキ4を夫々後方に固定したものである。The present invention is a buried pipe A which is a tubular member to be buried in the excavation work of a vertical shaft such as a well in a method of burying a buried pipe A which is a tubular member such as a fume pipe and a caisson while excavating underground. The present invention relates to a device for correcting the inclination of a rail, which fixes a pair of rail-shaped guides 1 in at least three directions and radially in the vicinity of a planned excavation site of a vertical shaft such as a well, and a pair of guides 1 is respectively fixed to the pair of guides 1. The roller fixing bases 2 having the guide frames 2a are slidably mounted respectively, and the rollers 3 which rotate in the vertical direction are provided at the tips of the respective roller fixing bases 2 and the respective roller fixing bases are provided. To the rear end of the jack 2, the jacks 4 to which the front ends of the advancing and retracting rods 4a abut are fixed to the rear.

【0011】 即ち、本考案の埋設管Aの傾斜矯正装置を用いる立坑の掘削は、埋設するヒュ ーム管、ケーソン等の管状部材である埋設管Aの内部及び下方を掘削して土砂等 を排出することによって、埋設管Aの自重によって沈下させて立坑を施工する工 法に用いるものである。That is, when excavating a vertical shaft using the inclination correcting device for the buried pipe A of the present invention, the inside and below of the buried Hume pipe, the buried pipe A which is a tubular member such as a caisson, and the like are excavated to remove soil and the like. It is used for the method of constructing a vertical shaft by discharging it and causing it to sink due to the dead weight of the buried pipe A.

【0012】 先ず、下水道、共同溝のメンテナンス用立坑、工業用水を確保するための井戸 等の立坑を掘削する予定地の近傍へ少なくとも三方向に且つ放射状にガイド1を 固定するものであり、該ガイド1はレール状のもので、二本を一対としたもので あり、掘削を予定している立坑の中心位置から図2に図示する実施例では三方向 に且つ放射状に固定するものである。First, the guides 1 are fixed in at least three directions and radially in the vicinity of the planned site for excavating a vertical shaft such as a sewer, a vertical shaft for maintenance of a common groove, and a well for securing industrial water. The guide 1 is a rail-shaped one, which is a pair of two guides, and is fixed in three directions and radially from the center position of the shaft to be excavated in the embodiment shown in FIG.

【0013】 前記ガイド1の固定手段はガイド1の水平部分に固定用孔を穿設しておき、該 固定用孔に杭等を打ち込んで固定するか、或いは、ガイド1の後方の固定物との 間に丸太等を介設して固定しても構わないもので、後方に移動しないように固定 しておけば構わないものである。The fixing means of the guide 1 is provided with a fixing hole in a horizontal portion of the guide 1 and a pile or the like is driven into the fixing hole to fix the fixing hole. It may be fixed by placing a log or the like between them, and may be fixed so as not to move backward.

【0014】 そして、少なくとも三方向に固定するガイド1は等間隔でなくとも構わないも ので埋設する埋設管Aの外周の半分以上の位置にわたって配設されていれば後述 する埋設管Aが傾斜したときの調整は可能なものであり、その数も少なくとも三 方向以上であれば、四方向でも五方向でも特に、限定はしないものである。The guides 1 fixed in at least three directions do not have to be evenly spaced, so if the guides 1 are arranged over more than half of the outer circumference of the buried pipe A to be buried, the buried pipe A described below will be inclined. The adjustment can be made at any time, and the number is not particularly limited to four directions or five directions as long as it is at least three directions or more.

【0015】 そして、夫々の一対のガイド1に摺動自在に載置するローラー固定台2へはレ ール状のガイド1と合着する一対のガイドフレーム2aを両側に備えているもの で、ガイド1の上を掘削する立坑に向かって自在に摺動するものである。The roller fixing base 2 slidably mounted on each pair of guides 1 is provided with a pair of guide frames 2a fitted to the rail-shaped guides 1 on both sides. It freely slides on the guide 1 toward a vertical shaft for excavation.

【0016】 次いで、夫々のローラー固定台2の先端へは上下方向に回転するローラー3を 設けているものであり、該ローラー3は埋設するヒューム管、ケーソン等の埋設 管Aを損傷させたり破壊させたりしないように、ゴム、合成樹脂等の弾性部材で 形成しているもので、回転軸を水平方向に設け、ローラー3を貫設させて上下方 向に回転自在にしているものである。Next, a roller 3 that rotates in the vertical direction is provided at the tip of each roller fixing base 2, and the roller 3 damages or breaks the buried hume pipe, the buried pipe A such as a caisson, or the like. It is made of an elastic member such as rubber or synthetic resin so that it does not move, and the rotation shaft is provided in the horizontal direction, and the roller 3 is provided so as to be rotatable upward and downward.

【0017】 次に、夫々のローラー固定台2の後端には進退自在に突設させたジャッキ4の 進退杆4aを当接させており、ローラー固定台2の後方にはジャッキ4を固定し ているものである。Next, the advancing / retreating rods 4a of the jacks 4 projecting forward and backward are brought into contact with the rear ends of the respective roller fixing bases 2, and the jacks 4 are fixed behind the roller fixing bases 2. It is what

【0018】 埋設する管状部材である埋設管Aは、主として、ヒューム管、ケーソン等のコ ンクリート管であり、先ず、立坑の掘削予定地に先端の埋設管Aを載置して、該 埋設管Aの内部の地表をアースドリル機或いは掘削バケット等の掘削機で掘削し て土砂等を排出するものであり、掘削が進行すると埋設管Aの先端の下方の地中 も掘削されて自重により沈下するものであり、先端の埋設管Aが埋没するとその 上に次の埋設管Aを載置して、夫々を接合させて掘削作業を継続し、掘削途中の 工程で埋設管Aが傾斜した場合、当該傾斜矯正装置のジャッキ4を操作して垂直 に矯正して一定深度を有する立坑を施工するものである。The buried pipe A, which is the tubular member to be buried, is mainly a concrete pipe such as a fume pipe or a caisson. First, the buried pipe A at the tip is placed on the planned excavation site of the vertical shaft, and the buried pipe A The ground surface inside A is excavated by an earth drill machine or an excavator such as an excavation bucket to discharge the earth and sand. When the excavation proceeds, the ground below the tip of the buried pipe A is also excavated and sinks due to its own weight. When the buried pipe A at the tip is buried, the next buried pipe A is placed on the buried pipe A and the two are joined to continue the excavation work, and the buried pipe A is inclined in the process during the excavation. The jack 4 of the inclination straightening device is operated to straighten it vertically to construct a vertical shaft having a certain depth.

【0019】[0019]

【考案の効果】[Effect of device]

本考案の埋設管の傾斜矯正装置は前述の構成によって、掘削する立坑の予定地 が狭い場所でも傾斜矯正装置を配設することが可能であり、安全性を有し、実用 性に優れた考案である。 The inclination correcting device for buried pipe according to the present invention, which has the above-described structure, can be installed even in a place where a vertical shaft to be excavated is narrow, which is safe and practical. Is.

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

【図1】図1は本考案の実施例を説明するための平面図
である。
FIG. 1 is a plan view for explaining an embodiment of the present invention.

【図2】図2は本考案の実施例の全体の説明図である。FIG. 2 is an overall explanatory view of an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

A 埋設管 1 ガイド 2 ローラー固定台 2a ガイドフレーム 3 ローラー 4 ジャッキ 4a 進退杆 A buried pipe 1 guide 2 roller fixing base 2a guide frame 3 roller 4 jack 4a advancing and retracting rod

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】井戸等の立坑の掘削予定地の近傍へ少なく
とも三方向に且つ放射状に一対のレール状のガイドを夫
々固定し、該夫々一対のガイドへ一対のガイドフレーム
を備えたローラー固定台を夫々摺動自在に載置し、該夫
々のローラー固定台の先端へは上下方向に回転するロー
ラーを夫々設けると共に、前記夫々のローラー固定台の
後端へは進退杆の先端を当接させたジャッキを夫々後方
に固定したことを特徴とする埋設管の傾斜矯正装置。
1. A roller fixing base having a pair of rail-shaped guides fixed in at least three directions and radially to the vicinity of a planned excavation site of a vertical shaft such as a well, and provided with a pair of guide frames for each pair of guides. Are respectively slidably mounted, and the rollers that rotate in the vertical direction are provided at the tips of the roller fixing bases, respectively, and the tips of the advancing and retracting rods are brought into contact with the rear ends of the roller fixing bases. A tilt correction device for buried pipes, characterized in that each jack is fixed to the rear.
JP1995007275U 1995-06-23 1995-06-23 Inclination correction device for buried pipe Expired - Lifetime JP3019750U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1995007275U JP3019750U (en) 1995-06-23 1995-06-23 Inclination correction device for buried pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1995007275U JP3019750U (en) 1995-06-23 1995-06-23 Inclination correction device for buried pipe

Publications (1)

Publication Number Publication Date
JP3019750U true JP3019750U (en) 1996-01-12

Family

ID=43155153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1995007275U Expired - Lifetime JP3019750U (en) 1995-06-23 1995-06-23 Inclination correction device for buried pipe

Country Status (1)

Country Link
JP (1) JP3019750U (en)

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