JP7199275B2 - Propulsion force transmission device for seismic pipe propulsion installation method - Google Patents

Propulsion force transmission device for seismic pipe propulsion installation method Download PDF

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JP7199275B2
JP7199275B2 JP2019056378A JP2019056378A JP7199275B2 JP 7199275 B2 JP7199275 B2 JP 7199275B2 JP 2019056378 A JP2019056378 A JP 2019056378A JP 2019056378 A JP2019056378 A JP 2019056378A JP 7199275 B2 JP7199275 B2 JP 7199275B2
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transmission device
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JP2020159370A (en
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誠二 松島
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Nippon Chutetsukan KK
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この発明は、耐震管推進敷設工法用推進力伝達装置、特に、地上で推進力伝達装置を後行管の挿し口に装着することができ、しかも、推進力伝達装置の装着後であっても、ゴム輪の嵌め込み状態をチェックゲージにより確認することができる等の効果を備えた耐震管推進敷設工法用推進力伝達装置に関するものである。 The present invention provides a propulsion force transmission device for an earthquake-resistant pipe jacking construction method, in particular, the propulsion force transmission device can be mounted on the spigot of a trailing pipe on the ground, and even after the propulsion force transmission device is mounted. The present invention relates to a propulsion force transmission device for earthquake-resistant pipe propulsion installation method, which has the effect of being able to confirm the fitting state of a rubber ring with a check gauge.

近年、道路工事による交通障害や掘削残土の処理等の問題が少なく、しかも、軌道下等の開削工事が行えない場所であっても管の敷設が可能なさや管式耐震管推進敷設工法が実施されている。 In recent years, there have been fewer problems such as traffic obstructions due to road construction and disposal of excavated soil, and moreover, pipes can be laid even in places where excavation work cannot be performed, such as under tracks. It is

さや管式耐震管推進敷設工法の一例が特許文献1に開示されている。以下、このさや管式耐震管推進敷設工法を、従来推進敷設工法といい、図面を参照しながら説明する。
図12は、従来推進敷設工法により受け口内に挿し口が挿入された接合部を示す部分断面図、図13は、図12のA-A線断面図、図14は、チェックゲージを示す平面図、図15は、チェックゲージによるゴム輪の挿入状態の確認方法を示す断面図である。
Patent document 1 discloses an example of sheath tube type seismic pipe promotion construction method. Hereinafter, this sheath pipe type seismic pipe jacking construction method will be referred to as the conventional jacking construction method, and will be described with reference to the drawings.
FIG. 12 is a partial cross-sectional view showing a joint where an insertion port is inserted into a receptacle by a conventional jacking and laying method, FIG. 13 is a cross-sectional view along the line AA of FIG. 12, and FIG. 14 is a plan view showing a check gauge. 15 is a cross-sectional view showing a method for checking the inserted state of the rubber ring using a check gauge.

図12から図15において、31は、先行管32の受け口、33は、先端部に抜け止め用突起34が形成された、後行管35の挿し口、36は、受け口31の内周面に形成されたロックリング用溝37内に、芯出し用リング38を介して嵌め込まれたロックリング、39は、受け口31の内周面に形成されたゴム輪用溝40内に嵌め込まれたゴム輪、41は、推進力伝達装置である。 12 to 15, 31 is a receiving port for the leading pipe 32, 33 is an insertion port for the trailing pipe 35 having a projection 34 formed at its tip, and 36 is the inner peripheral surface of the receiving port 31. A lock ring 39 is fitted in a lock ring groove 37 formed through a centering ring 38, and a rubber ring 39 is fitted in a rubber ring groove 40 formed in the inner peripheral surface of the socket 31. , 41 are propulsion transmission devices.

推進力伝達装置41は、受け口31の端面にあてがわれる、接合部内へのグラウト材の侵入を防止する防護リング42と、挿し口33に固定される、さや管43内を転動する車輪44が取り付けられた、ボルト45によりリング状に連結可能なフランジ46と、防護リング42とフランジ46との間の挿し口33に介在されるリング状の推力伝達部材47とからなっている。 The propulsion force transmission device 41 includes a protection ring 42 applied to the end face of the socket 31 to prevent grout material from entering the joint, and a wheel 44 fixed to the insertion port 33 and rolling in a sheath tube 43. and a ring-shaped thrust transmission member 47 interposed in the insertion opening 33 between the protection ring 42 and the flange 46 .

推力伝達部材47は、ポリスチレンやポリウレタン等の発泡樹脂からなり、管接合の際の後行管の推進力に対しては塑性変形せず、これにより、先行管に推進力を伝達し、一方、地震等による過大な押し込み力に対しては塑性変形し、これにより、接合部の収縮を可能にして、管の破壊を防止する機能を有している。 The thrust transmission member 47 is made of foamed resin such as polystyrene or polyurethane, and does not undergo plastic deformation with respect to the driving force of the trailing pipe when pipes are joined, thereby transmitting the driving force to the leading pipe. It has the function of plastically deforming against an excessive pushing force due to an earthquake or the like, thereby allowing the contraction of the joint and preventing the pipe from breaking.

従来推進敷設工法により管を接合するには、予め後行管35の挿し口33に推進力伝達装置41の防護リング42と推力伝達部材47を差し込んでおき、この後、後行管35を地下に吊り下ろして先行管32の受け口31に嵌め込む。次いで、推進力伝達装置41のフランジ46を挿し口33にボルト45により仮締めし、防護リング42を介して推力伝達部材47を受け口1の端面に密着させ、そして、フランジ46をボルト45により本締めする。 In order to join the pipes by the conventional propulsion laying method, the protective ring 42 and the thrust transmission member 47 of the propulsion transmission device 41 are inserted into the insertion port 33 of the trailing pipe 35 in advance, and then the trailing pipe 35 is underground. and is fitted into the socket 31 of the leading pipe 32. Next, the flange 46 of the propulsion transmission device 41 is temporarily tightened to the insertion port 33 with bolts 45, the thrust transmission member 47 is brought into close contact with the end surface of the socket 1 via the protection ring 42, and the flange 46 is secured with the bolts 45. Tighten.

このようにして、先行管32と後行管35とが、接合部に収縮代T(図12参照)を維持した状態で接合される。 In this manner, the leading pipe 32 and the trailing pipe 35 are joined while maintaining the contraction allowance T (see FIG. 12) at the joint.

特開2002-295723号公報JP-A-2002-295723

上述した従来推進敷設工法によれば、管接合の際の後行管35の推進力に対して、推力伝達部材47は、塑性変形しないので、先行管32に推進力を伝達することができる。 According to the above-described conventional propulsion laying method, the thrust transmission member 47 does not undergo plastic deformation with respect to the propulsion force of the trailing pipe 35 at the time of pipe joining, so the propulsion force can be transmitted to the leading pipe 32 .

一方、地震等による過大な押し込み力に対して、推力伝達部材47は、塑性変形する結果、接合部の収縮が可能となる。このようにして、管の耐震機能は維持されている。しかしながら、以下のような問題があった。 On the other hand, the thrust transmission member 47 is plastically deformed by an excessive pushing force due to an earthquake or the like, and as a result, contraction of the joint portion becomes possible. In this way, the seismic function of the pipe is maintained. However, there were the following problems.

挿し口33は、ゴム輪用溝40内に嵌め込まれたゴム輪39の弾性力に抗して受け口31に挿入されるが、この際、ゴム輪39のゴム輪用溝40内への嵌め込み位置がずれると、接合部における止水効果が阻害されるおそれがある。従って、挿し口33を受け口31に嵌め込んだ後に、ゴム輪39が正確にゴム輪用溝40内に嵌め込まれているか否かを確認することは、重要である。 The insertion port 33 is inserted into the receiving port 31 against the elastic force of the rubber ring 39 fitted in the rubber ring groove 40 . If there is any misalignment, there is a risk that the water stopping effect at the joint may be impaired. Therefore, it is important to check whether the rubber ring 39 is correctly fitted in the rubber ring groove 40 after the insertion opening 33 is fitted into the socket 31 .

受け口31への挿し口33の嵌め込み後、ゴム輪39が正確にゴム輪用溝40内に嵌め込まれ、正しい位置にあるか否かの確認は、図14に示すような専用のチェックゲージ48を使用して行われる。すなわち、図15に示すように、チェックゲージ48を受け口31から挿し口33に沿って挿入し、受け口31の端面までの挿入長さb(図15参照)によって、ゴム輪39が正しい位置にあるか否かを判断する。 After fitting the insertion port 33 into the receiving port 31, a dedicated check gauge 48 as shown in FIG. done using. That is, as shown in FIG. 15, the check gauge 48 is inserted from the socket 31 along the insertion slot 33, and the insertion length b (see FIG. 15) to the end face of the socket 31 ensures that the rubber ring 39 is in the correct position. or not.

従来推進敷設工法においては、チェックゲージ48による確認作業は、推進力伝達装置41を挿し口33に装着した後では行えない。何故なら、推進力伝達装置41を挿し口33に装着した後では、フランジ46の内周面と挿し口33の外周面との間に、チェックゲージ48を挿入する隙間がないからである。 In the conventional propulsion installation method, confirmation work using the check gauge 48 cannot be performed after the propulsion force transmission device 41 is attached to the insertion port 33 . This is because there is no gap between the inner peripheral surface of the flange 46 and the outer peripheral surface of the insertion port 33 for inserting the check gauge 48 after the propulsive force transmission device 41 is attached to the insertion port 33 .

この結果、従来推進敷設工法においては、推進力伝達装置41は、後行管35を地下に吊り下し、後行管35の挿し口33を先行管32の受け口31に嵌め込んだ後でないと、挿し口33に装着することができなかった。 As a result, in the conventional propulsion installation method, the propulsion force transmission device 41 must be installed after the trailing pipe 35 is suspended underground and the insertion port 33 of the trailing pipe 35 is fitted into the socket 31 of the leading pipe 32. , could not be attached to the insertion port 33.

地上で推進力伝達装置41の装着作業が行なえれば、推進力伝達装置41の装着作業と、地下での受け口31への挿し口33の嵌め込み作業とが別々に行えるので、地上で複数本の後行管35の挿し口33への推進力伝達装置41の装着が行なえる結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 If the installation work of the propulsion transmission device 41 can be performed on the ground, the installation work of the propulsion transmission device 41 and the work of fitting the insertion port 33 into the receptacle 31 underground can be performed separately. As a result of being able to attach the propulsive force transmission device 41 to the insertion port 33 of the trailing pipe 35, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、地下での推進力伝達装置41の装着作業は、作業空間が狭いことから時間を要するが、地上で推進力伝達装置41の装着作業が行なえれば、地下では受け口31への挿し口33の嵌め込み作業とチェックゲージ48による確認作業のみですむので、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 In addition, it takes time to install the propulsive force transmission device 41 underground because the work space is narrow. Since only the fitting work and the checking work with the check gauge 48 are required, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、従来推進敷設工法によれば、さや管43内を転動する車輪44は、フランジ46をリング状に連結するボルト45を軸にして取り付けられているので、先行管32の重量や管推進抵抗がボルト45に作用する結果、ボルト45の締め付け力に影響を及ぼし、挿し口33へのフランジ46の固定力が低下するおそれがある。 In addition, according to the conventional jacking installation method, the wheels 44 that roll inside the sheath pipe 43 are attached around the bolts 45 that connect the flanges 46 in a ring shape. As a result of the resistance acting on the bolt 45, the tightening force of the bolt 45 is affected, and there is a possibility that the fixing force of the flange 46 to the insertion opening 33 is reduced.

従って、この発明の目的は、地上で推進力伝達装置を後行管の挿し口に装着することができ、しかも、推進力伝達装置の装着後であっても、ゴム輪の嵌め込み状態をチェックゲージにより確認することができる結果、管接合に要する作業時間を短縮することができ、しかも、先行管の重量や管推進抵抗により、挿し口への締め付け手段の固定力が低下するおそれがない耐震管推進敷設工法用推進力伝達装置を提供することにある。 SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to enable a propulsion transmission device to be attached to a trailing pipe insertion port on the ground, and to provide a check gauge for checking the fitting state of a rubber ring even after the propulsion transmission device has been attached. As a result, it is possible to shorten the work time required for pipe joining, and there is no risk that the fixing force of the tightening means to the spigot will be reduced due to the weight of the preceding pipe and the pipe propulsion resistance. An object of the present invention is to provide a propulsion force transmission device for a jacking laying method.

この発明は、上記目的を達成するためになされたものであり、下記を特徴とする。 The present invention has been made to achieve the above objects, and is characterized by the following.

請求項1に記載の発明は、先行管の受け口に後行管の挿し口を嵌め込むことにより接合した管を、順次、さや管内に押し込んで、新設管を前記さや管内に敷設する耐震管推進敷設工法に使用される推進力伝達装置において、前記挿し口の外周面に沿って間隔をあけて配される複数個の推進力伝達手段と、前記挿し口の外周面に固定されるリング状の締め付け手段とからなり、前記推進力伝達手段は、前記受け口の端面に当接し、前記後行管の押し込み力を前記先行管に伝達する推進力伝達部材と、前記締め付け手段に固定されたブラケットと、前記さや管内において前記後行管を支持する支持部材と、前記推進力伝達部材と前記ブラケットとの間に前記支持部材を取り付けるための、一端が前記ブラケットに取り付けられ、他端が前記推進力伝達部材に形成された長孔に挿入され、ナットにより締結される固定軸とからなり、前記推進力伝達部材に過大な押し込み力が作用した場合に、前記ナットの締め付けにより生じる摩擦力に抗して前記推進力伝達部材が前記長孔に沿って移動し、前記締め付け手段と前記受け口の端面との間には、隙間が形成されていることに特徴を有するものである。 In the invention according to claim 1, the pipes joined by fitting the insertion port of the trailing pipe into the socket of the leading pipe are pushed into the sheath pipe one by one, and a new pipe is laid in the sheath pipe. In the propulsion force transmission device used in the laying method, a plurality of propulsion force transmission means arranged at intervals along the outer peripheral surface of the insertion opening, and a ring-shaped propulsion force transmission means fixed to the outer peripheral surface of the insertion opening The thrust force transmission means includes a thrust force transmission member that abuts on the end face of the socket and transmits the pushing force of the trailing pipe to the leading pipe, and a bracket fixed to the tightening means. a support member for supporting the trailing pipe in the sheath pipe; and a support member for mounting the support member between the propulsive force transmission member and the bracket, one end of which is attached to the bracket and the other end of which is the propulsive force. It consists of a fixed shaft that is inserted into a long hole formed in the transmission member and fastened by a nut, and resists the frictional force generated by tightening the nut when an excessive pushing force acts on the propulsion transmission member. The driving force transmission member moves along the long hole, and a gap is formed between the tightening means and the end face of the socket.

請求項2に記載の発明は、請求項1に記載の発明において、前記締め付け手段は、一本のバンドと、前記バンドを締め付ける締め付け具からなっていることに特徴を有するものである。 The invention according to claim 2 is characterized in that, in the invention according to claim 1, the tightening means comprises one band and a tightening tool for tightening the band.

請求項3に記載の発明は、請求項1に記載の発明において、前記締め付け手段は、複数本のバンドと、前記バンド同士を締め付ける締め付け具とからなっていることに特徴を有するものである。 The invention according to claim 3 is characterized in that, in the invention according to claim 1, the tightening means comprises a plurality of bands and a tightening tool for tightening the bands.

請求項4に記載の発明は、請求項2または3に記載の発明において、前記締め付け具は、前記バンドの端部間に通されるボルトと、前記ボルトに螺合するナットとからなることに特徴を有するものである。 The invention according to claim 4 is the invention according to claim 2 or 3, wherein the fastener comprises a bolt passed between the ends of the band and a nut screwed onto the bolt. It has characteristics.

請求項5に記載の発明は、請求項1から4の何れか1つに記載の発明において、前記推進力伝達手段は、2個以上であることに特徴を有するものである。 The invention according to claim 5 is characterized in that, in the invention according to any one of claims 1 to 4, the number of the propulsive force transmission means is two or more.

請求項6に記載の発明は、請求項1から5の何れか1つに記載の発明において、前記支持部材は、車輪からなることに特徴を有するものである。 The invention according to claim 6 is characterized in that, in the invention according to any one of claims 1 to 5, the support members are wheels.

請求項7に記載の発明は、請求項1から6の何れか1つに記載の発明において、前記推進力伝達部材の先端部は、前記受け口の前記端面と当接するように折れ曲がっていることに特徴を有するものである。 The invention according to claim 7 is the invention according to any one of claims 1 to 6, wherein the tip of the propulsive force transmission member is bent so as to come into contact with the end face of the socket. It has characteristics.

この発明によれば、挿し口の外周面に沿って間隔をあけて複数個の推進力伝達手段を配するとともに、締め付け手段と受け口の端面との間に隙間を形成することによって、地上で推進力伝達装置を後行管の挿し口に装着した後であっても、チェックゲージによりゴム輪の嵌め込み状態を確認することができるので、地上で推進力伝達装置の装着作業が行なえる。これによって、推進力伝達装置の装着作業と、地下での受け口への挿し口の嵌め込み作業とが別々に行えるので、地上で複数本の後行管の挿し口への推進力伝達装置の装着が行なえる。この結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 According to this invention, a plurality of propulsion force transmission means are arranged at intervals along the outer peripheral surface of the receptacle, and a gap is formed between the tightening means and the end surface of the receptacle, thereby propulsion on the ground is achieved. Even after the force transmission device is attached to the insertion port of the trailing pipe, the fitting state of the rubber ring can be confirmed by the check gauge, so that the propulsion force transmission device can be attached on the ground. As a result, the work of installing the propulsion transmission device and the work of fitting the insertion port into the socket on the ground can be performed separately, so it is possible to install the propulsion transmission device on the insertion port of multiple trailing pipes on the ground. can do As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、この発明によれば、地下での推進力伝達装置の装着作業は、作業空間が狭いことから時間を要するが、地上で推進力伝達装置の装着作業が行なえるので、地下では受け口への挿し口の嵌め込み作業とチェックゲージによる確認作業のみですむ。この結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 Further, according to the present invention, it takes time to install the propulsion transmission device underground because the work space is narrow. Only work for fitting the insertion port and confirmation work with a check gauge is required. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、この発明によれば、締め付け手段と推進力伝達手段とを別体とすることによって、締め付け手段による固定力と、推進力伝達手段における推進力伝達部材の摩擦力との力関係を、予め切り離して設定することが可能になるので、作業時に締め付け手段のバンドの締結力にバラツキが生じても、推進力を受ける推進力伝達部材の強度を一定に維持することができる。 Further, according to the present invention, by separating the tightening means and the thrust force transmission means, the force relationship between the fixing force by the tightening means and the frictional force of the thrust force transmission member in the thrust force transmission means can be determined in advance. Since it is possible to separate and set them, even if the tightening force of the band of the tightening means varies during work, the strength of the thrust force transmission member that receives the thrust force can be maintained constant.

また、この発明によれば、締め付け手段のバンドの締め付けボルトが、支持部材である車輪の車輪軸と同軸になっていないので、同軸の場合の問題点、すなわち、管重量や推進抵抗がボルトに負荷をかけ、管への固定力に影響を及ぼすといった問題は生じない。すなわち、別軸とすることによって、推進時の挙動があっても当初の固定力を保持することができる。 In addition, according to the present invention, since the tightening bolt of the band of the tightening means is not coaxial with the wheel shaft of the wheel which is the support member, the problems of the coaxial case, namely, the weight of the tube and the propulsion resistance, are caused by the bolt. There is no problem of applying a load and affecting the fixing force to the tube. That is, by using separate shafts, it is possible to maintain the initial fixing force even if there is behavior during propulsion.

また、この発明によれば、推進力伝達部材に過大な押し込み力が作用した場合において、ナットの締め付けにより生じる摩擦力に抗して推進力伝達部材が長孔に沿って移動することによって、挿し口の押し込み方向の変位を許容し、締め付け手段は、挿し口に対して滑る構造になっていないので、管の外周面に傷を付けるおそれはない。 Further, according to the present invention, when an excessive pushing force acts on the thrust transmission member, the thrust transmission member moves along the elongated hole against the frictional force generated by tightening the nut. Since the opening is allowed to be displaced in the pushing direction, and the tightening means does not have a structure that slides on the insertion opening, there is no risk of damaging the outer peripheral surface of the tube.

また、この発明によれば、管接合部直後に支持部材としての車輪が存在するので、さや管がカーブしている場合等の軌道変化に対応しやすく、追従性が良くなる。従来推進敷設工法においては、推力伝達部材の後部に推力伝達装置(図12参照)があり、それに車輪が設置しているので、管接合部から遠い位置に車輪が存在することから屈曲部等では先行管への後行管の追従性が悪い。 Further, according to the present invention, since the wheels as support members are present immediately after the joint of the pipe, it is easy to cope with changes in the trajectory such as when the sheath pipe is curved, and follow-up performance is improved. In the conventional jacking installation method, there is a thrust transmission device (see Fig. 12) at the rear of the thrust transmission member, and wheels are installed on it. The followability of the trailing pipe to the leading pipe is poor.

また、この発明によれば、推進力伝達装置のバンドの外面に車輪を設けないことによって、車輪の径を大きくすることができるので、その分、車輪のころがり摩擦抵抗を小さくすることができ、推進力伝達に有利となる。 Further, according to the present invention, since the diameter of the wheels can be increased by not providing the wheels on the outer surface of the band of the propulsion transmission device, the rolling friction resistance of the wheels can be reduced accordingly. Advantageous for propulsion transmission.

この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す部分断面斜視図である。1 is a partially cross-sectional perspective view showing a pipe joint to which a propulsion force transmission device for earthquake-resistant pipe propulsion laying construction method according to the present invention is mounted; FIG. この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す別の部分断面斜視図である。FIG. 10 is another partial cross-sectional perspective view showing a pipe joint to which the propulsion force transmission device for the seismic pipe jacking installation method of the present invention is mounted; この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す横断面図である。1 is a cross-sectional view showing a pipe joint to which a propulsion force transmission device for earthquake-resistant pipe propulsion laying construction method according to the present invention is mounted; FIG. この発明の耐震管推進敷設工法用推進力伝達装置を示す斜視図である。1 is a perspective view showing a propulsion force transmission device for an earthquake-resistant pipe propulsion installation method according to the present invention; FIG. この発明の耐震管推進敷設工法用推進力伝達装置を示す部分断面斜視図である。1 is a partially cross-sectional perspective view showing a propulsion force transmission device for an earthquake-resistant pipe propulsion installation method according to the present invention; FIG. この発明の耐震管推進敷設工法用推進力伝達装置を示す部分断面図である。1 is a partial cross-sectional view showing a propulsion force transmission device for an earthquake-resistant pipe propulsion installation method according to the present invention; FIG. さや管内の、この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す斜視図である。FIG. 2 is a perspective view showing a pipe joint in a sheath pipe to which the propulsion force transmission device for the seismic pipe jacking construction method of the present invention is mounted; この発明の耐震管推進敷設工法用推進力伝達装置における推進力伝達部材を示す斜視図である。FIG. 2 is a perspective view showing a thrust transmission member in the thrust transmission device for earthquake-resistant pipe thrust laying construction method of the present invention; 推進力伝達部材に過大な押し込み力が作用した場合の推進力伝達部材の移動状態を示す横断面図であり、(a)は、推進力伝達部材の移動前の状態を示し、(b)は、推進力伝達部材の移動途中の状態を示し、(c)は、推進力伝達部材の移動終了の状態を示す。FIG. 4 is a cross-sectional view showing a state of movement of the thrust transmission member when an excessive pushing force acts on the thrust transmission member, where (a) shows the state before the movement of the thrust transmission member, and (b) shows the state before the movement of the thrust transmission member; , shows the state during movement of the thrust transmission member, and (c) shows the state of completion of the movement of the thrust transmission member. 別の推進力伝達手段を示す部分斜視図である。FIG. 11 is a partial perspective view showing another propulsive force transmission means; さらに別の推進力伝達手段を示す部分斜視図である。FIG. 11 is a partial perspective view showing still another propulsive force transmission means; 従来推進敷設工法により受け口内に挿し口が挿入された管接合部を示す部分断面図である。FIG. 10 is a partial cross-sectional view showing a pipe joint in which a spigot is inserted into a receptacle by a conventional jacking construction method; 図12のA-A線断面図である。FIG. 13 is a cross-sectional view taken along line AA of FIG. 12; チェックゲージを示す平面図である。It is a top view which shows a check gauge. チェックゲージによるゴム輪の挿入状態の確認方法を示す断面図である。FIG. 5 is a cross-sectional view showing a method of confirming an inserted state of a rubber ring using a check gauge;

次に、この発明の耐震管推進敷設工法用推進力伝達装置の一実施態様を、図面を参照しながら説明する。 Next, one embodiment of the propulsion force transmission device for earthquake-resistant pipe propulsion installation method of the present invention will be described with reference to the drawings.

図1は、この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す部分断面斜視図、図2は、この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す別の部分断面斜視図、図3は、この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す横断面図、図4は、この発明の耐震管推進敷設工法用推進力伝達装置を示す斜視図、図5は、この発明の耐震管推進敷設工法用推進力伝達装置を示す部分断面斜視図、図6は、この発明の耐震管推進敷設工法用推進力伝達装置を示す部分断面図、図7は、さや管内の、この発明の耐震管推進敷設工法用推進力伝達装置を装着した管接合部を示す斜視図、図8は、この発明の耐震管推進敷設工法用推進力伝達装置における推進力伝達部材を示す斜視図である。 FIG. 1 is a partial cross-sectional perspective view showing a pipe joint to which the thrust transmission device for earthquake-resistant pipe jacking-laying method of the present invention is attached, and FIG. Another partial cross-sectional perspective view showing a pipe joint, FIG. 3 is a cross-sectional view showing a pipe joint equipped with a propulsion force transmission device for an earthquake-resistant pipe jacking installation method of the present invention, and FIG. 4 is an earthquake-resistant pipe of the present invention. Fig. 5 is a perspective view showing a thrust transmission device for the jacking-laying method of the present invention; Fig. 5 is a partial cross-sectional perspective view showing the thrust transmission device for the jacking-laying method of the earthquake-resistant pipe of the present invention; Fig. 7 is a perspective view showing a pipe joint in a sheath pipe to which the thrust transmission device for the seismic pipe jacking construction method of the present invention is mounted; Fig. 8 is a seismic resistance of the present invention; FIG. 3 is a perspective view showing a thrust transmission member in the thrust transmission device for the pipe jacking construction method;

図1から図8において、1は、先行管2の受け口、3は、先端部に抜止め用突起4が形成された、後行管5の挿し口、6は、受け口1の内周面に形成されたロックリング用溝7(図3参照)内に、芯出し用リング8を介して嵌め込まれたロックリング、9は、受け口1の内周面に形成されたゴム輪用溝10(図3参照)内に嵌め込まれたゴム輪、11は、この発明の推進力伝達装置である。 1 to 8, 1 is a socket for the leading pipe 2, 3 is an insertion port for the trailing pipe 5 having a projection 4 for preventing removal at the tip, and 6 is the inner peripheral surface of the socket 1. The lock ring 9 is fitted in the formed lock ring groove 7 (see FIG. 3) via the centering ring 8, and the lock ring 9 is fitted into the rubber ring groove 10 (see FIG. 3) formed in the inner peripheral surface of the socket 1. 3), a rubber ring 11 fitted therein is the propulsion force transmission device of the present invention.

この発明の推進力伝達装置11は、挿し口3の外周面に装着されるリング状の締め付け手段12と、挿し口3の外周面に沿って間隔をあけて配される複数個(この例では3個)の推進力伝達手段13とからなっている。 The propulsive force transmission device 11 of the present invention includes a ring-shaped tightening means 12 mounted on the outer peripheral surface of the insertion port 3 and a plurality of (in this example, 3) propulsion force transmission means 13.

締め付け手段12は、一本のバンド14と、バンド14を締め付ける締め付け具としてのボルト15とナット16とからなっている。ボルト15は、バンド14の両端に通され、ボルト15に螺合するナット16を締めることによって、バンド14が締め付けられる。なお、締め付け手段12は、複数本のバンド14同士を締め付け具としてのボルト15とナット16とによりリング状に連結したものであってもよい。 The tightening means 12 is composed of one band 14 and bolts 15 and nuts 16 as tightening tools for tightening the band 14 . A bolt 15 is passed through both ends of the band 14, and the band 14 is tightened by tightening a nut 16 screwed onto the bolt 15. As shown in FIG. The tightening means 12 may be formed by connecting a plurality of bands 14 to each other in a ring shape using bolts 15 and nuts 16 as tightening tools.

推進力伝達手段13は、受け口1の端面1aに当接し、後行管5の押し込み力を先行管2に伝達する推進力伝達部材17と、締め付け手段12の外面に固定されたブラケット18と、さや管19(図7参照)内において後行管5を支持する支持部材としての車輪20と、車輪20をブラケット18と推進力伝達部材17との間に回転可能に取り付ける固定軸21とからなっている。推進力伝達部材17の先端部は、受け口1の端面1aと当接するように直角に折れ曲がっている。 The thrust transmission means 13 includes a thrust transmission member 17 that contacts the end surface 1a of the socket 1 and transmits the pushing force of the trailing pipe 5 to the leading pipe 2, a bracket 18 fixed to the outer surface of the tightening means 12, It consists of a wheel 20 as a support member for supporting the trailing pipe 5 in the sheath pipe 19 (see FIG. 7) and a fixed shaft 21 rotatably mounting the wheel 20 between the bracket 18 and the propulsion force transmission member 17. ing. The tip of the propulsive force transmission member 17 is bent at a right angle so as to abut on the end face 1a of the socket 1. As shown in FIG.

固定軸21は、ボルトからなり、ブラケット18に形成されたボルト孔18aから車輪20を貫通して、推進力伝達部材17に形成された長孔17aの一方端に、ナット22の螺合により抜け出し不可に挿入されている。 The fixed shaft 21 is made of a bolt, passes through the wheel 20 through a bolt hole 18a formed in the bracket 18, and is pulled out from one end of a long hole 17a formed in the propulsive force transmission member 17 by screwing a nut 22 thereon. inserted incorrectly.

長孔17aに挿入される固定軸21の先端部分の径は、他の部分より細く、段差21aが形成されている(図5参照)。これによって、ナット22により推進力伝達部材17を締め付けると、固定軸21の段差21aと推進力伝達部材17の内面との間、および、推進力伝達部材17の外面とナット22の内面との間に摩擦力が生じる。この摩擦力をナット22の締め付け力により調整すれば、先行管2に推進力を伝達し、推進力伝達部材17に過大な押し込み力が作用した場合に、推進力伝達部材17は、ブラケット18に対して長孔17aの長さ分だけ後退可能になる。 The diameter of the tip portion of the fixed shaft 21 inserted into the long hole 17a is smaller than the other portion, and a step 21a is formed (see FIG. 5). As a result, when the thrust transmission member 17 is tightened by the nut 22 , there is a gap between the step 21 a of the fixed shaft 21 and the inner surface of the thrust transmission member 17 and between the outer surface of the thrust transmission member 17 and the inner surface of the nut 22 . Frictional force is generated in If this frictional force is adjusted by the tightening force of the nut 22, the propulsive force is transmitted to the leading pipe 2, and if an excessive pushing force acts on the propulsive force transmitting member 17, the propulsive force transmitting member 17 will not move to the bracket 18. On the other hand, it becomes possible to retreat by the length of the long hole 17a.

上述したように推進力伝達手段13を構成することによって、締め付け手段12と受け口1の端面1aとの間には、チェックゲージ48を挿入するための隙間(T1)(図3参照)が形成される。 By configuring the propulsive force transmission means 13 as described above, a gap (T1) (see FIG. 3) for inserting the check gauge 48 is formed between the tightening means 12 and the end face 1a of the socket 1. be.

また、車輪20は、締め付け手段12のボルト15を軸にして取り付けられていないので、先行管2の重量や管推進抵抗がボルト15に作用することはない。この結果、挿し口3への締め付け手段12の固定力が低下するおそれはない。すなわち、別軸とすることによって、推進時の挙動があっても当初の固定力を保持することができる。 Further, since the wheels 20 are not attached around the bolts 15 of the tightening means 12, the weight of the leading pipe 2 and the pipe propulsion resistance do not act on the bolts 15. As a result, there is no possibility that the fixing force of the tightening means 12 to the insertion opening 3 will be lowered. That is, by using separate shafts, it is possible to maintain the initial fixing force even if there is behavior during propulsion.

次に、この発明の推進力伝達装置11を使用した耐震管推進敷設工法について説明する。 Next, an earthquake-resistant pipe propulsion construction method using the propulsion force transmission device 11 of the present invention will be described.

この発明の推進力伝達装置11を使用した耐震管推進敷設工法により管を接合するには、地上で後行管5の挿し口3に推進力伝達装置11を固定する。すなわち、締め付け手段12のバンド14をボルト15とナット16とにより締め付けて、推進力伝達装置11を挿し口3に固定する。 In order to join pipes by the seismic pipe propulsion laying method using the thrust transmission device 11 of the present invention, the thrust transmission device 11 is fixed to the spigot 3 of the trailing pipe 5 on the ground. That is, the band 14 of the tightening means 12 is tightened with the bolt 15 and the nut 16 to fix the propulsive force transmission device 11 to the insertion port 3 .

推進力伝達装置11の固定位置は、挿し口3を受け口1に嵌め込んだときに、先行管2と後行管5との管接合部が伸縮可能となる位置で、推進力伝達手段13の先端部が受け口1の端面1aに当接する位置とする。 The fixed position of the propulsive force transmission device 11 is a position where the pipe joint between the leading pipe 2 and the trailing pipe 5 can be expanded and contracted when the insertion port 3 is fitted into the receptacle 1 . The tip is positioned so as to abut on the end surface 1a of the socket 1 .

このようにして、地上で推進力伝達装置11を後行管5の挿し口3に固定したら、後行管5を地下に吊り下ろして、先行管2の受け口1に嵌め込む。これによって、先行管2と後行管5とが、管接合部に収縮代T2(図3参照)を維持した状態で接合される。 After the propulsive force transmission device 11 is fixed to the insertion port 3 of the trailing pipe 5 on the ground in this manner, the trailing pipe 5 is suspended underground and fitted into the socket 1 of the leading pipe 2 . As a result, the leading pipe 2 and the trailing pipe 5 are joined while maintaining the contraction margin T2 (see FIG. 3) at the pipe joint.

このようにして、先行管2と後行管5とを接合したら、チェックゲージ48(図14参照)を、締め付け手段12と受け口1の端面1aとの間の隙間(T1)(図3参照)から受け口1内に挿入して、ゴム輪9が正しい位置にあるか否かを判断する(図1参照)。 After the leading pipe 2 and the trailing pipe 5 are joined in this way, the check gauge 48 (see FIG. 14) is set to the gap (T1) between the tightening means 12 and the end face 1a of the socket 1 (see FIG. 3). 1 into socket 1 to determine whether rubber ring 9 is in the correct position (see FIG. 1).

このようにして、チェックゲージ48を受け口1の全周に亘ってゴム輪9に到達するまで挿入することができるので、チェックゲージ48によりゴム輪9の嵌め込み状態を確実に確認することができる。 In this way, the check gauge 48 can be inserted over the entire circumference of the socket 1 until it reaches the rubber ring 9, so that the fitting state of the rubber ring 9 can be reliably confirmed by the check gauge 48. - 特許庁

このように、地上で推進力伝達装置11の装着作業が行なえるので、推進力伝達装置11の装着作業と、地下での受け口1への挿し口3の嵌め込み作業とが別々に行える。この結果、地上で複数本の後行管5の挿し口3への推進力伝達装置11の装着が行なえるので、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 In this manner, since the installation work of the propulsion transmission device 11 can be performed on the ground, the installation work of the propulsion transmission device 11 and the work of fitting the insertion port 3 into the receptacle 1 underground can be performed separately. As a result, since the propulsive force transmission device 11 can be attached to the insertion openings 3 of the plurality of trailing pipes 5 on the ground, the total working time required for pipe joining can be shortened. In particular, the working time to be carried out underground is greatly shortened.

また、地下での推進力伝達装置11の装着作業は、作業空間が狭いことから時間を要するが、地上で推進力伝達装置11の装着作業が行なえるので、地下では受け口1への挿し口3の嵌め込み作業とチェックゲージ48による確認作業のみですむ。この結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 In addition, although it takes time to install the propulsion transmission device 11 underground because the work space is narrow, the installation work of the propulsion transmission device 11 can be performed on the ground. Only the fitting work and the checking work with the check gauge 48 are required. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

この発明の推進力伝達装置11を使用した耐震管推進敷設工法によれば、さや管19内への管敷設の際の後行管5の推進力は、後行管5の挿し口3に、締め付け手段12を介して取り付けられた推進力伝達部材17により先行管2に伝達することができる。すなわち、図9(a)に示すように、推進力伝達部材17が受け口1の端面1aに当接することによって、先行管2に伝達することができる。 According to the earthquake-resistant pipe promotion laying method using the propulsion force transmission device 11 of the present invention, the propulsive force of the trailing pipe 5 when laying the pipe in the sheath pipe 19 is applied to the insertion port 3 of the trailing pipe 5 as follows: It can be transmitted to the leading pipe 2 by means of a thrust transmission member 17 attached via the clamping means 12 . That is, as shown in FIG. 9( a ), the propulsive force transmission member 17 contacts the end surface 1 a of the socket 1 , so that the propulsive force can be transmitted to the leading pipe 2 .

一方、地震等により管の推進力を超える過大な押し込み力が管接合部に作用した場合には、図9(b)の状態を経て、図9(c)に示すように、推進力伝達部材17が長孔17aの長さ分だけ後退する。この結果、管接合部は、収縮代T2(図3参照)だけ収縮することになる。 On the other hand, when an excessive pushing force exceeding the propulsive force of the pipe acts on the pipe joint due to an earthquake or the like, the propulsive force transmission member 17 retreats by the length of the long hole 17a. As a result, the pipe joint shrinks by the shrinkage margin T2 (see FIG. 3).

また、管接合部に過大な引っ張り力が作用した場合には、挿し口3の抜け止め用突起4がロックリング6に当接するまで管接合部が伸びる。図3に、管接合部の伸び代をT3で示す。 Further, when an excessive tensile force acts on the pipe joint, the pipe joint extends until the retaining projection 4 of the insertion port 3 comes into contact with the lock ring 6 . In FIG. 3, the extension of the pipe joint portion is indicated by T3.

なお、この発明の推進力伝達装置11を使用した耐震管推進敷設工法では、工事の都合により地上で作業スペースがない場合でも、従来工法と同様の作業により、地下での推進力伝達装置11の装着も可能である。 It should be noted that in the seismic pipe promotion construction method using the propulsion transmission device 11 of the present invention, even if there is no work space above ground due to construction work, the propulsion transmission device 11 can be installed underground by the same work as the conventional construction method. Mounting is also possible.

以上説明したように、この発明によれば、挿し口3の外周面に沿って間隔をあけ複数個の推進力伝達手段13を配するとともに、締め付け手段12と受け口1の端面との間に隙間(T1)を形成することによって、地上で推進力伝達装置11を後行管5の挿し口3に装着した後であっても、チェックゲージ48によりゴム輪9の嵌め込み状態を確認することができるので、地上で推進力伝達装置11の装着作業が行なえる。これによって、推進力伝達装置11の装着作業と、地下での受け口1への挿し口3の嵌め込み作業とが別々に行えるので、地上で複数本の後行管5の挿し口3への推進力伝達装置11の装着が行なえる。この結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 As described above, according to the present invention, a plurality of propulsive force transmission means 13 are arranged along the outer peripheral surface of the insertion port 3 at intervals, and a gap is provided between the tightening means 12 and the end face of the receptacle 1. By forming (T1), even after the propulsive force transmission device 11 is attached to the insertion port 3 of the trailing pipe 5 on the ground, the fitting state of the rubber ring 9 can be confirmed by the check gauge 48. Therefore, the work of mounting the propulsive force transmission device 11 can be performed on the ground. As a result, the installation work of the propulsive force transmission device 11 and the work of fitting the insertion opening 3 into the receiving opening 1 on the ground can be performed separately. The transmission device 11 can be attached. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、この発明によれば、地下での推進力伝達装置11の装着作業は、作業空間が狭いことから時間を要するが、地上で推進力伝達装置11の装着作業が行なえるので、地下では受け口1への挿し口3の嵌め込み作業とチェックゲージ48による確認作業のみですむ。この結果、管接合に要する全体の作業時間が短縮される。特に、地下で行う作業時間が大幅に短縮される。 In addition, according to the present invention, it takes time to install the propulsion transmission device 11 underground because the work space is narrow, but the installation work of the propulsion transmission device 11 can be performed above ground, so that the installation work can be performed underground. Only fitting work of the insertion port 3 into 1 and confirmation work by the check gauge 48 are sufficient. As a result, the overall working time required for pipe joining is shortened. In particular, the working time to be carried out underground is greatly shortened.

また、この発明によれば、締め付け手段12と推進力伝達手段13とを別体とすることによって、締め付け手段12による固定力と、推進力伝達手段13における推進力伝達部材17の摩擦力との力関係を、予め切り離して設定することが可能になるので、作業時に締め付け手段12のバンド14の締結力にバラツキが生じても、一定の推進力を維持することができる。 Further, according to the present invention, by separating the tightening means 12 and the thrust force transmission means 13 from each other, the fixing force by the tightening means 12 and the frictional force of the thrust force transmission member 17 in the thrust force transmission means 13 are combined. Since the force relationship can be separately set in advance, even if the tightening force of the band 14 of the tightening means 12 varies during work, a constant driving force can be maintained.

また、この発明によれば、締め付け手段12のバンド14の締め付けボルト15が車輪20の軸と同軸になっていないので、同軸の場合の問題点、すなわち、管重量や推進抵抗がボルトに負荷をかけ、管への固定力に影響を及ぼすといった問題は生じない。すなわち、別軸とすることによって、推進時の挙動があっても当初の固定力を保持することができる。 In addition, according to the present invention, since the tightening bolt 15 of the band 14 of the tightening means 12 is not coaxial with the axis of the wheel 20, the problem of coaxiality, that is, the weight of the tube and the propulsion resistance, causes the load on the bolt. There are no problems such as hanging and affecting the fixing force to the pipe. That is, by using separate shafts, it is possible to maintain the initial fixing force even if there is behavior during propulsion.

また、この発明によれば、推進力伝達部材17に過大な押し込み力が作用した場合において、ナットの締め付けにより生じる摩擦力に抗して推進力伝達部材が長孔に沿って移動することによって、挿し口3の押し込み方向の変位を許容し、締め付け手段12は、挿し口3に対して滑る構造になっていないので、管の外周面に傷を付けるおそれはない。 Further, according to the present invention, when an excessive pushing force acts on the thrust transmission member 17, the thrust transmission member moves along the long hole against the frictional force generated by tightening the nut. Since the insertion port 3 is allowed to be displaced in the pushing direction, and the tightening means 12 does not have a structure that slides on the insertion port 3, there is no risk of damaging the outer peripheral surface of the pipe.

また、この発明によれば、管接合部直後に支持部材としての車輪20が存在するので、軌道変化に対応しやすく、追従性が良くなる。 Further, according to the present invention, since the wheels 20 as support members are present immediately after the pipe joint portion, it is easy to cope with changes in the trajectory and follow-up performance is improved.

また、この発明によれば、推進力伝達装置11のバンド14の外面に車輪20を設けないことによって、車輪20の径を大きくすることができるので、その分、車輪20のころがり摩擦抵抗を小さくすることができ、推進力伝達に有利となる。 Further, according to the present invention, since the diameter of the wheels 20 can be increased by not providing the wheels 20 on the outer surface of the band 14 of the propulsion transmission device 11, the rolling friction resistance of the wheels 20 can be reduced accordingly. can be used, which is advantageous for propulsion transmission.

なお、図10に示すように、別のボルト23、ナット24によりブラケット18と推進力伝達部材17とを締め付けて、摩擦力を調整してもよい。 As shown in FIG. 10, the bracket 18 and the propulsive force transmission member 17 may be tightened with another bolt 23 and nut 24 to adjust the frictional force.

さらに、図11に示すように、車輪20を固定軸25に対して回転可能に取り付け、固定軸25に雌ねじを形成し、推進力伝達部材17の長孔17aにボルト26を挿通して、固定軸25の雌ねじに螺合させることによって、摩擦力を調整してもよい。 Further, as shown in FIG. 11, the wheel 20 is rotatably attached to the fixed shaft 25, the fixed shaft 25 is formed with an internal thread, and the bolt 26 is inserted through the long hole 17a of the propulsive force transmission member 17 to fix it. The frictional force may be adjusted by screwing it into the internal threads of the shaft 25 .

1:受け口
1a:端面
2:先行管
3:挿し口
4:抜け止め用突起
5:後行管
6:ロックリング
7:ロックリング用溝
8:芯出し用リング
9:ゴム輪
10:ゴム輪用溝
11:この発明の推進力伝達装置
12:締め付け手段
13:推進力伝達手段
14:バンド
15:ボルト
16:ナット
17:推進力伝達部材
17a:長孔
18:ブラケット
18a:ボルト孔
19:さや管
20:車輪
21:固定軸
21a:段差
22:ナット
23:ボルト
24:ナット
25:固定軸
26:ボルト
31:受け口
32:先行管
33:挿し口
34:抜け止め用突起
35:後行管
36:ロックリング
37:ロックリング用溝
38:芯出し用リング
39:ゴム輪
40:ゴム輪用溝
41:推進力伝達装置
42:防護リング
43:さや管
44:車輪
45:ボルト
46:フランジ
47:推力伝達部材
48:チェックゲージ
1: Receptacle 1a: End face 2: Leading pipe 3: Insertion port 4: Retaining projection 5: Trailing pipe 6: Lock ring 7: Groove for lock ring
8: Centering Ring 9: Rubber Ring 10: Rubber Ring Groove 11: Thrust Transmission Device of the Present Invention 12: Tightening Means 13: Thrust Transmission Means 14: Band 15: Bolt 16: Nut 17: Thrust Transmission Member 17a: long hole 18: bracket 18a: bolt hole 19: sheath tube 20: wheel 21: fixed shaft 21a: step 22: nut 23: bolt 24: nut 25: fixed shaft 26: bolt 31: socket 32: leading pipe 33: Insertion Port 34: Retaining Projection 35: Trailing Pipe 36: Lock Ring 37: Lock Ring Groove 38: Centering Ring 39: Rubber Ring 40: Rubber Ring Groove 41: Propulsion Transmission Device 42: Protection Ring 43 : Sheath tube 44: Wheel 45: Bolt 46: Flange 47: Thrust transmission member 48: Check gauge

Claims (7)

先行管の受け口に後行管の挿し口を嵌め込むことにより接合した管を、順次、さや管内に押し込んで、新設管を前記さや管内に敷設する耐震管推進敷設工法に使用される推進力伝達装置において、
前記挿し口の外周面に沿って間隔をあけて配される複数個の推進力伝達手段と、前記挿し口の外周面に固定されるリング状の締め付け手段とからなり、前記推進力伝達手段は、前記受け口の端面に当接し、前記後行管の押し込み力を前記先行管に伝達する推進力伝達部材と、前記締め付け手段に固定されたブラケットと、前記さや管内において前記後行管を支持する支持部材と、前記推進力伝達部材と前記ブラケットとの間に前記支持部材を取り付けるための、一端が前記ブラケットに取り付けられ、他端が前記推進力伝達部材に形成された長孔に挿入され、ナットにより締結される固定軸とからなり、前記推進力伝達部材に過大な押し込み力が作用した場合に、前記ナットの締め付けにより生じる摩擦力に抗して前記推進力伝達部材が前記長孔に沿って移動し、前記締め付け手段と前記受け口の端面との間には、隙間が形成されていることを特徴とする耐震管推進敷設工法用推進力伝達装置。
Propulsion force transmission used in an earthquake-resistant pipe jacking construction method in which pipes joined by fitting the insertion port of the trailing pipe into the socket of the leading pipe are pushed into the sheath pipe one by one, and a new pipe is laid in the sheath pipe. in the device,
It comprises a plurality of propulsive force transmission means arranged at intervals along the outer peripheral surface of the receptacle, and a ring-shaped tightening means fixed to the outer peripheral surface of the receptacle, and the propulsive force transmission means is a thrust force transmitting member abutting against the end surface of the socket and transmitting the pushing force of the trailing pipe to the leading pipe; a bracket fixed to the tightening means; and supporting the trailing pipe within the sheath pipe. a support member, one end attached to the bracket and the other end inserted into an elongated hole formed in the thrust transmission member for mounting the support member between the thrust transmission member and the bracket; and a fixed shaft fastened by a nut, and when an excessive pushing force acts on the thrust transmission member, the thrust transmission member moves along the long hole against the frictional force generated by the tightening of the nut. and a gap is formed between the tightening means and the end surface of the socket.
前記締め付け手段は、一本のバンドと、前記バンドを締め付ける締め付け具からなっていることを特徴とする、請求項1に記載の耐震管推進敷設工法用推進力伝達装置。 2. The propulsion transmission device for seismic pipe jacking construction method according to claim 1, wherein said tightening means comprises a single band and a tightening tool for tightening said band. 前記締め付け手段は、複数本のバンドと、前記バンド同士を締め付ける締め付け具とからなっていることを特徴とする、請求項1に記載の耐震管推進敷設工法用推進力伝達装置。 2. The propulsion force transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein said tightening means comprises a plurality of bands and a tightening tool for tightening said bands. 前記締め付け具は、前記バンドの端部間に通されるボルトと、前記ボルトに螺合するナットとからなることを特徴とする、請求項2または3に記載の耐震管推進敷設工法用推進力伝達装置。 4. The propulsion force for seismic-resistant pipe jacking installation method according to claim 2 or 3, characterized in that said fastener comprises a bolt passed between the ends of said band and a nut screwed onto said bolt. transmission device. 前記推進力伝達手段は、2個以上であることを特徴とする、請求項1から4の何れか1つに記載の耐震管推進敷設工法用推進力伝達装置。 5. The propulsion transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein the number of the propulsion transmission means is two or more. 前記支持部材は、車輪からなることを特徴とする、請求項1から5の何れか1つに記載の耐震管推進敷設工法用推進力伝達装置。 6. The propulsion force transmission device for earthquake-resistant pipe jacking construction method according to claim 1, wherein said support member comprises a wheel. 前記推進力伝達部材の先端部は、前記受け口の前記端面と当接するように折れ曲がっていることを特徴とする、請求項1から6の何れか1つに記載の耐震管推進敷設工法用推進力伝達装置。 7. The propulsion force for seismic pipe installation method according to any one of claims 1 to 6, characterized in that the tip portion of said propulsion force transmission member is bent so as to come into contact with said end surface of said socket. transmission device.
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