JPH0529759B2 - - Google Patents
Info
- Publication number
- JPH0529759B2 JPH0529759B2 JP60285054A JP28505485A JPH0529759B2 JP H0529759 B2 JPH0529759 B2 JP H0529759B2 JP 60285054 A JP60285054 A JP 60285054A JP 28505485 A JP28505485 A JP 28505485A JP H0529759 B2 JPH0529759 B2 JP H0529759B2
- Authority
- JP
- Japan
- Prior art keywords
- piping
- existing piping
- existing
- destruction
- pipe
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Description
【発明の詳細な説明】
(産業上の利用分野)
この発明は、地中に埋設されている水道管等の
交換装置に関する。DETAILED DESCRIPTION OF THE INVENTION (Field of Industrial Application) The present invention relates to a replacement device for water pipes etc. buried underground.
(従来技術)
地中に埋設された水道管等を新しい同径のもの
あるいは少し太径のものに交換する場合には、埋
設されている水道管等の配管に沿つて地表を開削
し、既設の水道管等を取り除いて新しい水道管等
と交換し、再び埋め戻すことによりなされてい
た。(Prior art) When replacing a water pipe etc. buried underground with a new one of the same diameter or a slightly larger diameter one, excavate the ground surface along the underground water pipe etc. and remove the existing pipe. This was done by removing old water pipes, replacing them with new ones, and then backfilling them.
(発明が解決しようとする問題点)
しかしながら、道路下に埋設された水道管等を
交換する場合には、道路の一部を交通遮断する等
して行わねばならず、交通量の多い道路の場合に
は問題を有する。特に、交差点での交換工事の場
合には、交通規制することが難しく、おもうよう
に工事をすることができないという問題点があつ
た。また、交換工事のため地表の舗装を破壊し、
工事終了後に再び埋め戻して舗装工事をし直さな
ければならず、このような付帯工事にもかなりの
工事費用を要していた。(Problem to be solved by the invention) However, when replacing water pipes etc. buried under a road, it is necessary to cut off a part of the road to traffic, and it is difficult to replace a water pipe buried under a road. In some cases there are problems. Particularly in the case of replacement work at intersections, it was difficult to control traffic and the work could not be carried out as planned. In addition, the surface pavement was destroyed for replacement work.
After the construction was completed, the area had to be backfilled and re-paved, and this incidental work also required considerable construction costs.
本発明は、このような現況に鑑み行われたもの
で、地表を開削することなく水道管等を交換でき
るような装置を提供することを目的とする。 The present invention was made in view of the current situation, and an object of the present invention is to provide a device that can replace water pipes and the like without excavating the ground surface.
(問題点を解決するための手段)
本発明にかかる水道管等の交換装置は、前進に
際して前方に配置されたガイド機構により既設配
管に沿うようガイドされ、破壊機構により既設の
背筋を外径側に押拡げて破壊してゆくと同時に、
その押拡げて破壊していつた部位に後方から供給
装置によつて新しい配管を押圧・供給して新旧の
配管を交換するよう構成された水道管等の交換装
置において、
上記破壊機構が、半径方向に均等に突出させる
突出機構を備えて既設配管の半径方向に突出自在
に周設された複数の突出部材で該既設配管の内径
側より外径側に均等に押圧して破壊するよう構成
された拡径破壊機構から構成され、
上記ガイド機構が、破壊機構の中心が既設配管
の中心に位置するようガイドするローラ等のガイ
ド手段を、周囲に備え、
上記破壊機構の後方に近接して崩壊防止カバー
が配置されるとともに、その先端の外径が破壊機
構の後端の内径に等しいか小さくなり後端側で拡
径したテーパ部を有することを特徴とする。(Means for Solving the Problems) When the apparatus for replacing water pipes, etc. according to the present invention moves forward, it is guided along the existing pipes by a guide mechanism placed in front, and the back muscles of the existing pipes are removed from the outer diameter side by the breaking mechanism. At the same time as it expands and destroys
In a replacement device for water pipes, etc., configured to press and supply a new pipe from behind to the part that has been expanded and destroyed by a supply device to replace old and new pipes, the destruction mechanism A plurality of protruding members are provided around the existing piping so that they can protrude freely in the radial direction of the existing piping, and are equipped with a protruding mechanism that makes the existing piping evenly protrude. The guide mechanism is provided with guide means such as rollers around the periphery to guide the center of the destruction mechanism to be located at the center of the existing piping, and the guide mechanism is provided near the rear of the destruction mechanism to prevent collapse. The cover is disposed, and the outer diameter of the tip thereof is equal to or smaller than the inner diameter of the rear end of the destruction mechanism, and the cover has a tapered portion whose diameter increases at the rear end side.
(作用)
しかして、上記構成よりなる水道管等の交換装
置は、以下のように作用する。(Function) Therefore, the water pipe exchange device having the above-mentioned structure functions as follows.
即ち、既設配管の後方に供給装置を配置して、
この供給装置で装置本体を新規の配管を介して前
方へ押圧すると、装置本体はガイド機構により既
設の配管にガイドされて該既設の配管の中心(軸
心)とこの破壊機構の中心が一致した状態で進
み、この前進に伴い破壊されていない既設配管
を、装置本体の拡径破壊機構の複数の周設された
突出部材が突出機構の作用により均等に管の半径
方向に突出して、内径から外径側に均等に押圧し
て管の中心から略同芯円上に破壊面が位置するよ
うに破壊するとともに周囲の壁面を固める。そし
て、上記拡径破壊機構の後方には、近接して、崩
壊防止カバーが位置して、破壊された既設配管が
内径側に没入することを防止するとともに、拡径
破壊機構の前方のガイド機構とあいまつて、該拡
径破壊機構を常に、その中心が既設の配管の中心
と一致するような状態を維持して破壊前進させ、
この破壊された部位に、既設の配管の中心とが一
致するような状態で新規の配管が、供給(挿入)
される。このような動作を繰り返して、既設の配
管を新規な配管に交換する。 In other words, by placing the supply device behind the existing piping,
When the main body of the device is pushed forward through the new piping with this supply device, the main body of the device is guided by the existing piping by the guide mechanism, and the center (axis center) of the existing piping coincides with the center of this destruction mechanism. As the device moves forward, the existing pipes that have not been destroyed are evenly protruded in the radial direction of the pipe by the action of the projecting mechanism, and the plurality of projecting members installed around the circumference of the diameter expansion and destruction mechanism of the main body of the device protrude evenly from the inner diameter. Press evenly toward the outer diameter side to destroy the tube so that the fracture surface is located approximately concentrically from the center of the tube, and at the same time harden the surrounding wall surface. A collapse prevention cover is located close to the rear of the diameter expansion and destruction mechanism to prevent the destroyed existing piping from sinking into the inner diameter side, and a guide mechanism in front of the diameter expansion and destruction mechanism. In combination with this, the diameter expansion destruction mechanism is always maintained in a state where its center coincides with the center of the existing piping, and the destruction mechanism is advanced.
New piping is supplied (inserted) into this destroyed area with the center of the existing piping aligned.
be done. By repeating these operations, the existing piping is replaced with new piping.
(実施例)
以下、本発明の実施例を図面を参照しながら説
明する。(Example) Hereinafter, an example of the present invention will be described with reference to the drawings.
第1図は本発明にかかる交換装置の全体の構成
をしめす水道管の交換現場の側断面図、第2図は
第1図の装置本体部分の詳細な構造を示す側断面
図、第3図は第2図のX−X線での横断面図、第
4図は同Y−Y線での横断面図である。第1図は
既に既設の配管を途中まで新規の配管に交換した
状態での交換現場の側断面図で、図において、1
は装置本体、2は牽引装置、3は供給装置、4は
既設の配管、5は新規な配管、6,7は工事施工
用に掘削された立杭を示す。そして、既設配管の
前方に掘削された立杭6には、牽引装置2が配置
され、また既設の配管4内には装置本体1のガイ
ド機構1Aおよびフレーム1Fの前部、拡径破壊
機構1B等が挿入され、このフレーム1Fの前端
部に上記牽引装置のワイヤ2Wが連結されてい
る。そして、上記破壊機構1Bの後方には、同じ
く装置本体を構成する先端側で縮径し後端側で拡
径したテーパ部を先端に具備した筒状体の崩壊防
止カバー1C(第2図参照)が配設され、この崩
壊防止カバー1Cの後方即ちフレーム1Fの後端
部には新規の配管を連結する連結金具1Dが取着
されている。新規の配管5の後方端のものは、供
給装置3の載置機構3Aのローラ上に載置され、
装置本体1の進行に合わせ調時的に後端から供給
装置3の押圧機構3Bにより前方方向に押圧・供
給されるよう構成されている。 FIG. 1 is a side sectional view of a water pipe replacement site showing the overall configuration of the replacement device according to the present invention, FIG. 2 is a side sectional view showing the detailed structure of the main body of the device in FIG. 1, and FIG. is a cross-sectional view taken along line XX in FIG. 2, and FIG. 4 is a cross-sectional view taken along line Y-Y in the same figure. Figure 1 is a side sectional view of the replacement site where the existing piping has been partially replaced with new piping.
2 shows the main body of the device, 2 shows the traction device, 3 shows the supply device, 4 shows the existing piping, 5 shows the new pipes, and 6 and 7 show the vertical piles excavated for construction work. A traction device 2 is arranged on a vertical pile 6 excavated in front of the existing pipe, and inside the existing pipe 4 there is a guide mechanism 1A of the device main body 1, a front part of the frame 1F, a diameter expansion breaking mechanism 1B etc. are inserted, and the wire 2W of the above-mentioned traction device is connected to the front end of this frame 1F. At the rear of the destruction mechanism 1B, a collapse prevention cover 1C (see Fig. 2), which is a cylindrical body with a tapered part at its tip that constricts in diameter at the front end and expands in diameter at the rear end, also constitutes the main body of the device. ), and a connecting fitting 1D for connecting a new pipe is attached to the rear of the collapse prevention cover 1C, that is, to the rear end of the frame 1F. The rear end of the new pipe 5 is placed on the roller of the placing mechanism 3A of the supply device 3,
It is configured to be pressed and supplied in a forward direction from the rear end by the pressing mechanism 3B of the supply device 3 in a timed manner as the device main body 1 advances.
装置本体1の詳細な構造を、第2図に基づいて
説明すると、フレーム1Fを形成する円筒状のパ
イプの先端には、上述のように、牽引装置のワイ
ヤ2Wを連結する連結金具1Eが取着されてい
る。また、ガイド機構1Aは、フレーム1Fの周
囲に複数配設された支持金具1bとこの先端部に
取着されたローラ1cにより構成される(第3図
参照)。拡径破壊機構1Bは、本考案の場合、半
径方向に突出自在に支持された複数の突出金具1
dと、この突出金具1d上に取着され既設配管に
当接・破壊する鋼製のチゼル1eと、上記複数の
突出金具1dを均等に突出させるためのスライダ
ー1f及びリンク1gよりなる突出機構と、この
突出機構を駆動する複数の油圧シリンダ1hより
なる。上記スライダー1fは、油圧シリンダ1h
の突出動により、フレーム1Fの外壁面上を油圧
シリンダ1h側にスライドし、このスライド動作
によりリンク1gを介して周設された複数の突出
金具1dを外径側へ均等に等出させる(第4図参
照)よう構成されている。 The detailed structure of the device main body 1 will be explained based on FIG. 2. As mentioned above, the connecting fitting 1E for connecting the wire 2W of the traction device is attached to the tip of the cylindrical pipe forming the frame 1F. It is worn. Further, the guide mechanism 1A is composed of a plurality of supporting metal fittings 1b arranged around the frame 1F and a roller 1c attached to the distal end of the supporting metal fittings 1b (see FIG. 3). In the case of the present invention, the diameter expansion/destruction mechanism 1B includes a plurality of projecting metal fittings 1 that are supported so as to be freely projectable in the radial direction.
d, a steel chisel 1e that is attached to the protruding fittings 1d to abut and destroy the existing piping, and a protruding mechanism consisting of a slider 1f and a link 1g for making the plurality of protruding fittings 1d protrude evenly. , and a plurality of hydraulic cylinders 1h that drive this ejection mechanism. The slider 1f is a hydraulic cylinder 1h.
The projecting movement causes the frame 1F to slide on the outer wall surface toward the hydraulic cylinder 1h, and this sliding movement causes the plurality of projecting metal fittings 1d that are circumferentially provided via the links 1g to evenly project toward the outer diameter side. (See Figure 4).
上記拡径破壊機構1Bの突出金具1dの後方に
は、該突出金具1d側で縮径した円筒状体の崩壊
防止カバー1Cが近接して配設されている。この
崩壊防止カバーの突出金具1d側(崩壊防止カバ
ーの先端)の外径は、拡径破壊機構の突出金具1
dが後退している際の対角上の突出金具1d間の
距離(外径)d(第4図参照)と略等しいか或い
は小さくなるよう形成されている。 A collapsing prevention cover 1C, which is a cylindrical body whose diameter is reduced on the side of the protruding metal fitting 1d, is disposed adjacent to the rear of the protruding metal fitting 1d of the diameter expanding and breaking mechanism 1B. The outer diameter of the protruding metal fitting 1d side of this collapse prevention cover (the tip of the collapse prevention cover) is the protruding metal fitting 1 of the diameter expansion destruction mechanism.
It is formed so that d is approximately equal to or smaller than the distance (outer diameter) d (see FIG. 4) between the diagonally opposite protruding metal fittings 1d when they are retracted.
そして、この崩壊防止カバー1Cの後端面に
は、後方に向つて連結金具1Dが取着され、この
連結金具1Dには、先端に位置する新規配管5の
連結金具5Aが連結でき、これらの連結金具1
D,5Aでユニバーサルジヨイント機構を構成す
るようになつている。 A connecting fitting 1D is attached to the rear end surface of this collapse prevention cover 1C toward the rear, and a connecting fitting 5A of the new pipe 5 located at the tip can be connected to this connecting fitting 1D. Metal fittings 1
D and 5A constitute a universal joint mechanism.
次ぎに、第5図にもとづいて供給装置3につい
て説明する。供給装置3は、新規の配管を載置す
る載置機構3Aと、この載置機構3Aの後方にあ
つてこの載置機構3Aに載置された配管を前方に
押圧・供給する押圧機構3Bからなる。上記載置
機構3Aは、支持フレーム3aと、このフレーム
3aの周囲に配設されたローラ3bからなる。こ
のローラ3bのうち、上方の両側に配設されたロ
ーラは、配管を上方から載置する際該載置を妨げ
ることのないように回動自在な支持腕3a′を介し
てフレーム3aの取着されている(第6図参照)。
上記押圧機構3Bは、油圧シリンダ3cと、この
油圧シリンダ3cのシリンダ側を固定する基台部
分3dと、油圧シリンダ3cのロツド側の先端に
取着されて配管の後端を押圧する押圧板3eより
なる。そして、上記載置機構3Aの全長は、一本
の配管の長さより長く構成してある。また、押圧
機構3Bによる新規配管5の押進は、押圧機構の
所走ストローク伸長後、基台部分3dを前方に再
固定することを必要回繰り返し、配管1本の長さ
分のストロークを押進する。 Next, the supply device 3 will be explained based on FIG. 5. The supply device 3 includes a mounting mechanism 3A for mounting a new pipe, and a pressing mechanism 3B located at the rear of this mounting mechanism 3A to press and supply the pipe placed on this mounting mechanism 3A forward. Become. The above-described placement mechanism 3A includes a support frame 3a and rollers 3b disposed around the frame 3a. Of these rollers 3b, the rollers disposed on both sides of the upper part are attached to the frame 3a via rotatable support arms 3a' so as not to obstruct the placing of the pipe from above. (See Figure 6).
The pressing mechanism 3B includes a hydraulic cylinder 3c, a base portion 3d that fixes the cylinder side of the hydraulic cylinder 3c, and a pressing plate 3e that is attached to the tip of the rod side of the hydraulic cylinder 3c and presses the rear end of the piping. It becomes more. The total length of the mounting mechanism 3A is longer than the length of one pipe. In addition, when pushing the new pipe 5 by the pushing mechanism 3B, after extending the stroke of the pushing mechanism, re-fixing the base portion 3d forward is repeated as many times as necessary to push the stroke equal to the length of one pipe. proceed.
尚、牽引装置には、一般に使用されているウイ
ンチと鋼製のワイヤを使用している。 The traction device uses a commonly used winch and steel wire.
しかして、このように構成された交換装置は交
換工事に際し以下のように作用する。 Thus, the replacement device configured in this manner operates as follows during replacement work.
まず、既設の配管内に前方より後方に牽引装置
2のワイヤ2Wを通し、このワイヤ2Wの先端を
装置本体1の連結金具1Eに連結する。そして、
拡径破壊機構1Bの突出金具1dを後退した状態
にして、装置本体1を崩壊防止カバー1Cの一部
(先端部)が既設の配管の中に入る程度まで挿入
する。この状態で、拡径破壊機構1Bの油圧シリ
ンダ1hを伸長させて、突出金具1dを内径から
外径側(即ち、半径方向)に均等に突出させて突
出金具1d表面に取着されたチゼル1eで既設の
配管を該半径方向に均等に押し拡げて破壊すると
ともに周囲の壁面(周壁)を固める。この破壊が
完了すると、拡径破壊機構1Bの油圧シリンダ1
hを収縮させて突出金具1dを内径側に後退させ
るとともに、牽引装置2で装置本体1を前方に牽
引する。この牽引動作と同期して、供給機構3の
油圧シリンダ3cを伸長させ、後方より前方側に
新規の配管を供給する。このため、既設の配管が
破壊させることにより生じた空間に崩壊防止カバ
ー1Cが入り込み破壊された配管の断片の内径側
への没入を防止するとともに、この空間に新規の
配管が挿入される。つまり、上述のように、装置
本体1は、前部でガイド機構1Aによりガイドさ
れ、拡径破壊機構の後方に近接して上記構成の崩
壊防止カバーが位置しているため、拡径破壊機構
1Bの中心が既設の配管の中心(軸心)と常に一
致した状態を維持して破壊前進する。このため、
既設の配管の中心と中心が一致するような状態で
新規の配管が挿入されることになる。 First, the wire 2W of the traction device 2 is passed through the existing piping from the front to the rear, and the tip of the wire 2W is connected to the connecting fitting 1E of the device main body 1. and,
With the protruding metal fitting 1d of the diameter expansion/destruction mechanism 1B in a retracted state, the device main body 1 is inserted to the extent that a part (tip end) of the collapse prevention cover 1C enters the existing piping. In this state, the hydraulic cylinder 1h of the diameter expanding and breaking mechanism 1B is extended to make the protruding metal fitting 1d evenly protrude from the inner diameter to the outer diameter side (that is, in the radial direction), and the chisel 1e is attached to the surface of the protruding metal fitting 1d. The existing piping is evenly spread in the radial direction and destroyed, and the surrounding wall surface (peripheral wall) is solidified. When this destruction is completed, the hydraulic cylinder 1 of the diameter expansion destruction mechanism 1B
h is contracted to retract the protruding metal fitting 1d inwardly, and the device main body 1 is pulled forward by the traction device 2. In synchronization with this pulling operation, the hydraulic cylinder 3c of the supply mechanism 3 is extended to supply new piping from the rear to the front side. Therefore, the collapse prevention cover 1C enters the space created by the destruction of the existing pipe to prevent the broken pipe fragments from entering into the inner diameter side, and a new pipe is inserted into this space. That is, as described above, the device main body 1 is guided by the guide mechanism 1A at the front part, and the collapse prevention cover of the above configuration is located close to the rear of the diameter expansion and destruction mechanism, so that the diameter expansion and destruction mechanism 1B The center of the pipe always remains aligned with the center (axial center) of the existing piping, and the destruction progresses. For this reason,
The new pipe will be inserted so that its center coincides with the center of the existing pipe.
上述の作動サイクルを繰り返して一本の新規な
配管5を既設の配管と置き換える(交換する)。
次ぎに、供給装置3の油圧シリンダ3cを収縮さ
せ、新規な配管を載置機構3A上に載置し、上記
挿入した一本目の配管の後端と、この二本目の配
管の先端を溶接して、上記同様の作動サイクルを
繰り返すことにより既設の配管を新規な配管と交
換することができる。 The above-described operation cycle is repeated to replace (replace) one new pipe 5 with the existing pipe.
Next, the hydraulic cylinder 3c of the supply device 3 is contracted, a new pipe is placed on the mounting mechanism 3A, and the rear end of the first pipe inserted above and the tip of this second pipe are welded. By repeating the same operation cycle as described above, the existing piping can be replaced with a new piping.
このように、順次必要な長さ分、既設の配管を
新規な配管に交換する。 In this way, the existing piping is replaced with new piping for the required length.
ところで、上記実施例において、第7図に図示
する如く、装置本体の後部にバイブレータ機構8
を内蔵させ、このバイブレータ8の振動を装置本
体のフレーム1Fに介して、上述のチゼル1e部
分(第2図参照)に伝達し、この振動と上記拡径
破壊機構1B(第2図参照)の上記拡径動作が協
動して、既設の配管を破壊するよう構成してもよ
い。 By the way, in the above embodiment, as shown in FIG.
The vibration of this vibrator 8 is transmitted to the above-mentioned chisel 1e portion (see Fig. 2) through the frame 1F of the main body of the device, and this vibration and the above-mentioned diameter expansion breaking mechanism 1B (see Fig. 2) are combined. The diameter expanding operation described above may be configured to work together to destroy the existing piping.
この構成は、水道管等が鋳鉄製である場合に
は、上記バイブレータの振動効果は既設配管の破
壊に極めて有用である。 In this configuration, when the water pipe or the like is made of cast iron, the vibration effect of the vibrator is extremely useful for destroying the existing pipe.
本発明は、上述のように、地表を開削すること
なく、既設配管をガイドとして利用し、該既設配
管を同径あるいは少し太径の新規な配管と容易に
交換することができる。また、既設の配管をガイ
ドとして利用し、装置本体と該装置本体に接続す
る新規な配管をユニバーサルジヨイント機構で連
結しているため、水道管等が大きな曲率をもつよ
う配管されていても、新規な配管を既設の配管と
同じように、曲率をもつように配管することがで
きる。 As described above, the present invention makes it possible to easily replace the existing pipe with a new pipe of the same diameter or a slightly larger diameter by using the existing pipe as a guide without excavating the ground surface. In addition, since the existing piping is used as a guide and the device body and the new piping connected to the device body are connected by a universal joint mechanism, even if water pipes etc. are installed with a large curvature, New pipes can be installed with curvature just like existing pipes.
また、上記実施例では、装置本体の前進動のた
めに牽引装置を前方に配設しているが、後部に配
設された供給装置の油圧シリンダに大きな容量の
ものを用いることにより、上記牽引装置を省略す
ることも可能である。 In addition, in the above embodiment, the traction device is disposed at the front for forward movement of the device body, but by using a large capacity hydraulic cylinder of the supply device disposed at the rear, the traction device can be moved forward. It is also possible to omit the device.
尚、一般に水道管等は鋳鉄製の脆い材料で構成
されているため、破壊のために必要な管の拡径は
少なくてよく、従つて既設配管の拡径破壊と新規
な配管の交換作業による埋設箇所の地面の隆起は
無視できる程小さいため、既設の地面舗装等への
影響は殆どない。 Additionally, since water pipes are generally made of brittle materials such as cast iron, the diameter of the pipes required for destruction is small. Since the elevation of the ground at the buried location is negligible, there is almost no impact on existing ground pavement, etc.
(発明の効果)
本発明にかかる水道管等の交換装置は、地表を
開削することなく、既設配管を新規の配管と配管
中心をほぼ同一に保つて交換することができるた
め、交通の激しい交差点等であつても、交差点を
交通規制することなく工事を行うことができる。
従つて、従来法規制上大変困難であつた交差点内
等の交換工事も容易に行うことができる。(Effects of the Invention) The water pipe replacement device according to the present invention can replace existing pipes without excavating the ground surface while keeping the centers of the new pipes and new pipes almost the same. etc., construction work can be carried out without restricting traffic at intersections.
Therefore, replacement work inside intersections, etc., which has traditionally been very difficult due to legal regulations, can be easily carried out.
また、地表の舗装等を破壊することなく交換工
事が行えるため、従来のように修復工事が不要
で、工費か節約できるとともに、工期を短縮する
ことができる。特に、地表の舗装に割石あるいは
タイル等を用いている箇所等の場合、再舗装にか
なりの費用を要していたが、地表の開削による修
復工事が不要なため、かなりの工事費が節減でき
るメリツトがある。 In addition, since replacement work can be performed without destroying the surface pavement, etc., there is no need for repair work as in the past, saving construction costs and shortening the construction period. In particular, in the case of places where broken stones or tiles are used for surface paving, resurfacing costs a considerable amount of money, but since there is no need for repair work by excavating the ground surface, considerable construction costs can be saved. There are merits.
さらに、作業者も交通の激しい交差点上での工
事から開放され、交通事故に巻き込まれる危険が
減少し、労働者の安全の向上の面においても寄与
する。 Furthermore, workers are freed from the work at intersections with heavy traffic, reducing the risk of being involved in traffic accidents, and contributing to improved worker safety.
第1図は本発明にかかる交換装置の全体の構成
をしめす水道管の交換現場の側断面図、第2図は
第1図の装置本体部分の詳細な構造を示す側断面
図、第3図は第2図のX−X線での横断面図、第
4図は同Y−Y線での横断面図、第5図は供給装
置の詳細な構造を示す側面図、第6図は第5図の
Z−Z矢視での横断面図、第7図は装置本体の他
の実施例を示す装置本体後部の部分側断面図であ
る。
1……装置本体、1A……ガイド機構、1B…
…拡径破壊機構(破壊機構)、1C……崩壊防止
カバー、2……牽引装置、3……供給装置、4…
…既設の配管、5……新規な配管。
FIG. 1 is a side sectional view of a water pipe replacement site showing the overall configuration of the replacement device according to the present invention, FIG. 2 is a side sectional view showing the detailed structure of the main body of the device in FIG. 1, and FIG. is a cross-sectional view taken along the X-X line in FIG. 2, FIG. 4 is a cross-sectional view taken along the Y-Y line in FIG. 2, FIG. 5 is a side view showing the detailed structure of the supply device, and FIG. 5 is a cross-sectional view taken along the Z-Z arrow in FIG. 5, and FIG. 7 is a partial side sectional view of the rear part of the device main body, showing another embodiment of the device main body. 1...Device main body, 1A...Guide mechanism, 1B...
... Diameter expansion destruction mechanism (destruction mechanism), 1C ... Collapse prevention cover, 2 ... Traction device, 3 ... Supply device, 4 ...
...Existing piping, 5...New piping.
Claims (1)
より既設配管に沿うようガイドされ、破壊機構に
より既設の配管を外径側に押拡げて破壊してゆく
と同時に、その押拡げて破壊していつた部位に後
方から供給装置によつて新しい配管を押圧・供給
して新旧の配管を交換するよう構成された水道管
等の交換装置において、 上記破壊機構が、半径方向に均等に突出させる
突出機構を備えて既設配管の半径方向に突出自在
に周設された複数の突出部材で該既設配管の内径
側より外径側に均等に押圧して破壊するよう構成
された拡径破壊機構から構成され、 上記ガイド機構が、破壊機構の中心が既設配管
の中心に位置するようガイドするローラ等のガイ
ド手段を、周囲に備え、 上記破壊機構の後方に近接して崩壊防止カバー
が配置されるとともに、その先端の外径が破壊機
構の後端の内径に等しいか小さくなり後端側で拡
径したテーパ部を有することを特徴とする水道管
等の交換装置。[Scope of Claims] 1. When moving forward, it is guided along the existing piping by a guide mechanism disposed in front, and the destruction mechanism pushes the existing piping outward and destroys it, and at the same time, the expanding piping is In a replacement device for water pipes, etc., configured to replace old and new pipes by pressing and supplying new pipes from behind to the damaged part using a supply device, the above-mentioned breaking mechanism protrudes evenly in the radial direction. A diameter expansion/destruction mechanism configured to evenly press and destroy the existing piping from the inner diameter side to the outer diameter side using a plurality of protruding members installed around the existing piping so as to freely protrude in the radial direction. The guide mechanism is provided with guide means such as rollers around the periphery to guide the center of the destruction mechanism to be located at the center of the existing piping, and a collapse prevention cover is disposed close to the rear of the destruction mechanism. What is claimed is: 1. A replacement device for water pipes, etc., characterized in that the outer diameter of the tip thereof is equal to or smaller than the inner diameter of the rear end of the breaking mechanism, and has a tapered portion with an enlarged diameter on the rear end side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60285054A JPS62146395A (en) | 1985-12-17 | 1985-12-17 | Exchanger for service pipe, etc. |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP60285054A JPS62146395A (en) | 1985-12-17 | 1985-12-17 | Exchanger for service pipe, etc. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS62146395A JPS62146395A (en) | 1987-06-30 |
| JPH0529759B2 true JPH0529759B2 (en) | 1993-05-06 |
Family
ID=17686563
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP60285054A Granted JPS62146395A (en) | 1985-12-17 | 1985-12-17 | Exchanger for service pipe, etc. |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS62146395A (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62163386U (en) * | 1986-03-31 | 1987-10-17 | ||
| JPH01163396A (en) * | 1987-12-18 | 1989-06-27 | Nkk Corp | Method of small bore old pipe reclamation construction |
| JPH0258082U (en) * | 1988-10-20 | 1990-04-26 | ||
| JP6479892B2 (en) * | 2017-06-13 | 2019-03-06 | 真柄建設株式会社 | Cutting crushing system, cutting crushing method, reconstruction promotion method |
| JP6804067B2 (en) * | 2019-02-06 | 2020-12-23 | 真柄建設株式会社 | Tunnel boring machine |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4507019A (en) * | 1983-02-22 | 1985-03-26 | Expand-A-Line, Incorporated | Method and apparatus for replacing buried pipe |
-
1985
- 1985-12-17 JP JP60285054A patent/JPS62146395A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS62146395A (en) | 1987-06-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5302053A (en) | Apparatus for replacing buried pipe | |
| EP0497802B1 (en) | Method for the mounting of underground pipelines | |
| WO1993020371A1 (en) | Underground pipe replacement method and apparatus | |
| JP3304051B2 (en) | Pipe updating equipment | |
| US4618298A (en) | Method for constructing an enlarged tunnel and apparatus for forming the same | |
| JPH0529759B2 (en) | ||
| JP2696420B2 (en) | Enlargement method of existing sewer and tunnel excavator used for the method | |
| JP3401177B2 (en) | Sewer renewal shield excavator | |
| JP3022282B2 (en) | Assembly structure of tunnel lining members | |
| JP4392576B2 (en) | Tunnel construction method | |
| JP4478283B2 (en) | Ceramic pipe renewal method and equipment | |
| JPH06129195A (en) | Movable lining form | |
| US5184918A (en) | Recoverable tunnelling machine | |
| JPH0348320B2 (en) | ||
| JP3616898B2 (en) | Method for joining underground structures using propulsion device | |
| JPH06129184A (en) | Excavator for burying piping in underground section | |
| JP2002129884A (en) | Tunnel renewal method and pipe replacement equipment used for it | |
| JP3580624B2 (en) | Tunnel lining method | |
| JP2516582B2 (en) | Tunnel construction method | |
| JP3014969B2 (en) | Buried pipe replacement equipment and method | |
| JPH08218764A (en) | Crack widening device | |
| JPS62258095A (en) | Method of underground joining construction of shield-tunnel | |
| JP2965986B2 (en) | Shield backfill device | |
| JPH0125955B2 (en) | ||
| JPH06346685A (en) | Reaction force support structure in inclined shaft excavator |