JP2005240506A - Jacking excavator - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a jacking excavator which dispenses with post treatment work, eliminates a problem of a narrow installation space for excavation equipment in a skin plate, dispenses with assembling/disassembling work of a steel outer shell to simplify excavation work, and facilitates jacking work of a jacking pipe into the steel outer shell without damaging a water cutoff function. <P>SOLUTION: According to the structure of the jacking excavator, an outer diameter of a leading jacking pipe is set smaller than the inner diameter of the steel outer shell, and a thrust bearing flange is removably fixed to the steel outer shell 10, followed by detachably inserting a connecting auxiliary ring 16 having a diameter larger than the outer diameter of the leading jacking pipe between an insertion port 6c formed at a front-end outer peripheral portion of the leading jacking pipe and an accommodation port 10a formed at a rear-end inner peripheral portion of the steel outer shell 10. Therefore when the insertion port and the accommodation port are connected to inner and outer portions of the connection auxiliary ring 16 via water cutoff members 15, 17, respectively, the auxiliary ring is positively interposed between the insertion and accommodation ports without curl of the water cutoff members. Further a clearance is formed between the jacking pipe and the steel outer shell, and therefore even if the steel outer shell undergoes deformation due to external pressure applied thereto, jacking work of the jacking pipe into the steel outer shell is easily and positively achieved. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

  The present invention relates to a propulsion excavator for excavating the ground with an excavator, connecting a propulsion pipe to the rear end of the excavator and pushing it into the ground to construct a propulsion pipeline.

  Conventionally, a method is generally used in which a propulsion pipeline is constructed by a propulsion excavator and a propulsion excavator is collected from the shaft after reaching a destination shaft from a start shaft. However, in recent years, there are many cases where it is difficult to set up a large shaft at the destination due to the influence of buildings and roads. Therefore, the propulsion pipe reaches the existing manhole (existing manhole or existing pipe) directly by the propulsion method. After that, a method of disassembling and recovering the propulsion equipment including the outer shell pipe from the existing manhole has been adopted. However, since this existing manhole often has a small entrance / exit hole (or opening), various techniques have been proposed in order to take out the devices from the entrance / exit hole.

  For example, as shown in FIGS. 9 to 10, in addition to disassembling and removing the excavator members, a propulsion excavator that assembles, disassembles and removes the steel outer cylinder has been proposed. This is assembled by using the plate-like outer shell member 31 of the excavator 30. That is, a plurality of plate-shaped outer shell members 31 divided in the longitudinal direction and the circumferential direction are assembled by screwing bolts 32 into the flanges 36. After the insertion port 35 of the propulsion pipe 33 is fitted and connected to the receiving port 34 of the plate-like outer shell member 31 thus assembled until it contacts the annular flange 37, the propulsion pipe is excavated by the excavator 30 while excavating natural ground. The rear end of 33 is pressed by a jack installed in a propulsion shaft (not shown), and the subsequent propulsion pipe is added while the propulsion pipe 33 is advanced. When the assembled plate-like outer shell member 31 is disassembled after propulsion, the bolts 32 are removed one by one and collected (see, for example, Patent Document 1).

There has also been proposed a reinforced steel skin plate type drilling device in which concrete is thickly lined. In this case, a tubular thick concrete is lined in advance inside the steel tubular skin plate of the excavator, and the inner diameter of the lining concrete is substantially the same as that of the rear propulsion pipe. Thereby, since the steel cylindrical skin plate is left in the ground without being collected, there is an advantage that it is possible to save the labor of the collection and to omit the finishing process of the lining concrete after construction (for example, Patent Document 2). reference).
JP 2002-322896 A Japanese Patent Laid-Open No. 2000-87585

  In the case of the above assembling / disassembling method, since a large number of bolts 32 must be used for assembling and disassembling the plate-like outer shell member 31 in particular, the work is troublesome and takes a lot of time.

  Further, in the above reinforced steel skin plate type excavator (method), the inner diameter of the steel cylindrical skin plate is the same as the inner diameter of the propulsion pipe by the lining concrete layer, and the inner diameter of the propulsion pipe becomes thicker, and the diameter is reduced by the thickness. As a result, the space for installing the excavator excavating equipment is reduced, and the workability inside is reduced. For example, in the case of a concrete pipe having a diameter (inner diameter) of 2000 mm, the pipe thickness is 175 mm, and the space of 350 mm in diameter is reduced from the inner diameter of the steel outer cylinder.

  The present invention solves the above-mentioned conventional problems, facilitates the construction by omitting the assembly and disassembly of the steel outer cylinder, eliminates the narrowing of the excavation equipment installation space in the skin plate, An object is to facilitate the push-in insertion of the propelling pipe into the steel outer cylinder without impairing the water stop function.

  In order to solve the above problems, the propulsion excavator of the present invention is such that the outer diameter of the leading propulsion pipe is made smaller than the inner diameter of the steel outer cylinder of the excavator, and the thrust receiving flange can be freely removed from the steel outer cylinder. The auxiliary ring for joining larger in diameter than the outer diameter of the leading propulsion tube is detachable between the insertion port on the outer periphery of the leading end of the leading propulsion tube and the receiving port on the inner periphery of the rear end portion of the steel outer cylinder. And a water stop member is mounted between the insertion port of the leading propulsion pipe, the auxiliary auxiliary ring, and the auxiliary auxiliary ring for connection and the receiving port of the steel outer cylinder. Thus, when the auxiliary ring for joining is externally fitted to the insertion port of the propulsion pipe via the water stop member, and the insertion port is inserted into the receiving port of the steel outer cylinder via the water stop member. When connecting, any of the water-stopping members is surely inserted without causing turning.

In addition, since the water-stopping member is mounted between the insertion port of the leading propulsion pipe, the auxiliary ring for joining, and the auxiliary ring for joining and the receptacle of the steel outer cylinder, the pressure-bonding force of the water-stopping member Is made uniform, and it is possible to reliably prevent the ingress of groundwater into the propulsion pipe from between the leading propulsion pipe and the steel outer cylinder during propulsion.
Further, after the propulsion, by removing the joining auxiliary ring and the water stop member on the outer peripheral side of the joining auxiliary ring, there is a sufficient clearance between the propulsion pipe and the steel outer cylinder. For this reason, even if there exists a deformation | transformation accompanying the external pressure of the said steel outer cylinder, the pushing insertion of the said propelling pipe to the said steel outer cylinder can be performed easily and reliably.
Furthermore, since there is no sliding resistance by the water stop member between the auxiliary ring for joining and the receiving port of the steel outer cylinder, the propulsion pipe can be inserted into the steel outer cylinder with a small pushing force. .

  As described above, the present invention can widely use the excavation equipment installation space in the steel outer cylinder, and facilitate and shorten the propulsion work by omitting the assembly and disassembly of the steel outer cylinder. Can do.

  In the embodiment of the present invention, the ground is excavated from the start shaft 1 by the excavator 3 detachably provided at the front end of the steel outer cylinder 10, and the steel outer cylinder 10 (rear end) is headed. The propulsion pipe 6 (the front end portion thereof) is fitted and connected, and the front end surface of the propulsion pipe 6 is brought into contact with a thrust receiving flange 13 provided at the rear end portion in the steel outer cylinder 10 so that the propulsion pipe is provided. In the propulsion excavator in which 6 is propelled by the push jack 4 and the subsequent propulsion pipes are sequentially connected to construct the propulsion pipe 5 to the existing manhole 2, the outer diameter of the leading propulsion pipe 6 is The thrust receiving flange 13 is detachably fixed to the steel outer cylinder 10 so as to be smaller than the inner diameter of the steel outer cylinder 10, and the insertion opening 6 c of the leading propulsion pipe 6 and the receiving opening 10 a of the steel outer cylinder 10 are provided. In between, the auxiliary ring 16 for joining larger diameter than the outer diameter of the top propelling pipe 6 is attached. The water-stopping members 15, 17 are respectively mounted between the insertion port 6 c of the leading propulsion pipe 6 and the auxiliary joining ring 16 and the auxiliary joining ring 16 and the receiving port 10 a of the steel outer cylinder 10. It consists of a configuration equipped with.

That is, the outer diameter of the propulsion pipe 6 near the head is made smaller than the inner diameter of the steel outer cylinder 10 so that the front propulsion pipe 6 can be pushed into the steel outer cylinder 10 and inserted.
Further, the thrust receiving flange 13 is detachably fixed to the steel outer cylinder 10, the thrust at the time of propulsion is transmitted to the steel outer cylinder 10, and after the propulsion is removed, the leading propulsion pipe 6 is removed from the steel. It can be pushed into the outer cylinder 10 for insertion.
Further, a clearance with a margin is formed between the insertion opening 6c of the leading propulsion pipe 6 and the receiving opening 10a of the steel outer cylinder 10, and a larger diameter than the outer diameter of the leading propulsion pipe 6 is formed in the clearance. The joining auxiliary ring 16 is detachably attached.
Further, by attaching water-stopping members 15 and 17 between the insertion opening 6c of the leading propulsion pipe 6 and the joining auxiliary ring 16 and the joining auxiliary ring 16 and the steel outer cylinder 10, respectively. , Stop water during propulsion.
Further, since the inner diameter of the steel outer cylinder 10 becomes the effective inner diameter, a large space can be used for propulsion, and the equipment for the excavator can be easily installed, and workability in the vicinity thereof is also increased.

Embodiments of the present invention will be described below with reference to the accompanying drawings.
1 to 2, a propulsion pipeline 5 is constructed from a start shaft 1 to an existing structure, for example, an existing manhole 2, using a propulsion excavator composed of an excavator 3 and a main push jack 4.
The existing manhole 2 is provided with a propulsion pipe connection port 2b in the side wall 2a and an entrance / exit hole (opening) 2c in the upper part, and a lid plate 2d is installed in the entrance / exit hole 2c.

The propulsion pipe 5 is provided with an excavator 3 at the start port 1a of the start shaft 1, and is advanced while excavating the ground (natural ground) by the excavator 3, and the leading end is located at the rear end of the excavator 3. The front end portion of the propulsion pipe 6 is fitted and connected, and the propulsion pipe 6 is propelled while being advanced by the main push jack 4 through the contact plate 7, and excavated by the excavator 3 and has the same shape as the propulsion pipe 6. The propulsion pipe 8 is added, and a normal propulsion pipe 9 is connected and propelled to reach the existing manhole 2 to be formed.
Although the earth and sand excavated by the excavator 3 are not shown, they are discharged from the propulsion pipe through the start shaft 1 by a known discharge means.

The excavator 3 is a known one that is provided with a drilling blade 11 that is detachably attached to the tip of a steel outer cylinder 10 and that is rotated by an excavation drive machine 12 that is fixed to the steel outer cylinder 10. is there.
A thrust receiving flange 13 is detachably fixed to the inner surface of the rear end portion side of the steel outer cylinder 10, and the rear end portion is formed as a receiving port 10a from the thrust receiving flange 13.
The thrust receiving flange 13 has an L-shaped cross section provided with an attachment portion 13a on one end side, and forms a through-hole 13b in the attachment portion 13a.
The thrust receiving flange 13 is preferably a ring body in order to receive a load of thrust over the entire circumference, but a plurality of divided flange pieces may be used and attached at regular intervals.
The means 14 for fixing the thrust receiving flange 13 to the steel outer cylinder 10 is provided, for example, toward the inner surface of the steel outer cylinder 10, and the mounting bolt 14 is screwed into the screw 10b through the through hole 13b.
The flange 13 or the flange piece may be directly fixed to the steel outer tube 10 by welding instead of the mounting bolt of the fixing means 14. Removal in this case is by fusing.

The leading propulsion pipe 6 is a synthetic pipe in which a metal reinforcing outer cylinder 6b is integrated with the outer periphery of a reinforced concrete pipe body 6a, and has an insertion port 6c at one end and a reinforcing outer cylinder 6b at the other end. A receiving port 6d is formed.
The outer diameter of the leading propulsion pipe 6 is smaller than the inner diameter of the steel outer cylinder 10. 6e is a reinforcing end plate, 6f is a reinforcing flange, 6g is a circumferential groove, 6h is an embedded socket, 6j is a mortar inlet, 6k is a water stop plug, and 15 is a water stop rubber attached to the peripheral groove 6g. The outer diameter of the next propulsion pipe 8 is also set to the same diameter as the leading propulsion pipe 6. However, the outer diameter of the rear end portion of the propulsion pipe 8 is the same as the outer diameter of the subsequent propulsion pipe 9.
The leading propulsion pipe 6 and the propulsion pipe 8 are composite pipes that have the same inner diameter as the subsequent propulsion pipe 8, but the outer diameter is small. This is to make up for the shortage.

Reference numeral 16 denotes a joining auxiliary ring that is externally attached to the insertion port 6c of the leading propulsion pipe 6 via a water stop rubber 15. A flange portion 16a is formed on one side of the ring, and the above-mentioned propulsion is formed on the flange portion 16a. A plurality of internal threads 16 c parallel to the axial direction of the tube 6 are formed so as to penetrate therethrough, and a water stop rubber 17 is attached to a peripheral groove 16 b provided on the outer peripheral surface of the auxiliary ring 16. The auxiliary ring 16 is preferably made of steel, but is not limited to steel as long as it has rigidity.
The outer diameter of the joining auxiliary ring 16 is larger than the outer diameter of the leading propelling pipe 6 and smaller than the inner diameter of the steel outer cylinder 10.
The insertion port 6c of the leading propulsion pipe 6 to which the joining auxiliary ring 16 is externally fitted is fitted and connected to the receiving port 10a of the steel outer cylinder 10 via a water stop rubber 17. Here, the joining auxiliary ring 16 is mounted between the steel outer cylinder 10 and the propulsion pipe 6 between the insertion port 6 c of the propulsion pipe 6 and the joining auxiliary ring 16, and the joining auxiliary ring 16. This is because a predetermined gap is set between the steel outer cylinder 10 and the receptacle 10a. These gaps are about 9 mm set between the receiving port and the insertion port in a normal propulsion pipe joint, and water-stopping rubber is interposed in the gap.

These gaps are mainly determined in consideration of the manufacturing error of the propulsion pipe, and are prevented from turning over when the propulsion pipe 6 fitted with water-stopping rubber at the insertion port is attached to the receiving port of another propulsion pipe, This is because a reliable water stop function is achieved by uniform pressure bonding of rubber.
In the starting shaft 1, when the insertion port 6c of the leading propulsion pipe 6 is joined to the receiving port 10a of the steel outer cylinder 10, since these are hardly deformed by the outer diameter due to the external pressure, it is easy even with the above clearance. Can be joined.
However, when the propulsion pipes 6 and 8 are pushed into the steel outer cylinder 10 after propulsion, the excavation blade 11, the thrust receiving ring 13 and the joining auxiliary ring 16 are removed from the steel outer cylinder 10 and the steel is made by earth pressure. The outer cylinder 10 may be deformed without maintaining the circularity. If the degree of deformation is large, it may be difficult to push the propulsion tubes 6 and 8 into the steel outer tube 10 thereafter.
Therefore, the gap is set large, for example, to 20 mm or more in anticipation of deformation of the steel outer cylinder 10. When the gap is increased in this way, the thickness of the water-stopping rubber is increased, and a rubber having a large cross-sectional area must be used. On the contrary, not only is it difficult to attach the water-stopping rubber to the insertion port, but also the cross-sectional area is large, so turning occurs when joining to the receiving port. Crimping to the outer cylinder 10 is strong at the lower part due to the weight of the propelling pipe 6 and loosened at the upper part, resulting in uneven crimping, which may reduce the water stop function.
Therefore, the thrust receiving ring 16 is interposed in a relatively large gap between the insertion port 6c of the propulsion pipe 6 and the receiving port 10a of the steel outer cylinder 10, and two water-stopping rubbers 15 and 17 are used. The thickness of the water-stopping rubber was suppressed. Reference numeral 18 denotes a cushion material.

The propulsion pipe 8 has almost the same shape as the leading propulsion pipe 6, and includes a concrete pipe body 8 a, a reinforcing outer cylinder 8 b, an insertion port 8 c, a receiving port 8 d, a reinforcing end plate 8 e, a reinforcing flange 8 f, and a periphery of the propelling tube 6. Like the groove 6g, it has a circumferential groove, and a water stop rubber 19 is attached to the circumferential groove. The only difference is that the outer diameter of the insertion port 8c is slightly larger than that of the leading propulsion tube 6 and the outer diameter of the receiving port 8d is the same as the outer diameter of the propulsion tube 9. The reason why the two propulsion pipes 6 and 8 are used in this way is that the tube length of the steel outer cylinder 10 is often longer than the prescribed dimension of the propulsion pipe 6. However, if the tube length is about 3 m, a propulsion tube having a specified size can be manufactured to a length that matches the above size, and in this case, only one tube can be used.
The propulsion pipe 9 is formed by integrally providing a reinforcing ring 9b on one end side of the concrete pipe body 9a to form an insertion port 9c, and a collar 9e on the other end side to form a receiving port 9d. Reference numeral 9f denotes a reinforcing end plate, 9g denotes a reinforcing flange, 9h denotes a circumferential groove, and 20 denotes a waterproof rubber attached to the circumferential groove 9h.
The connection between the propulsion tube 8 and the propulsion tube 9 is made by fitting the insertion port 9c of the propulsion tube 9 into the receiving port 8d of the propulsion tube 8 on the front side through the water blocking rubber 20 and the cushion material 18 mounted in the circumferential groove 9h. By combining.
The propulsion pipes 9 are also not shown in the figure, but the insertion port of the rear propulsion pipe is fitted and connected to the receiving port 9d of the front propulsion pipe 9 via a water stop rubber and a cushion material.

When the excavator 3 reaches the connection port 2b of the existing manhole 2 together with the laying of the propulsion pipeline 5, the temporary propulsion work is completed (see FIG. 1). Thereafter, various devices such as the excavation blade 11 and the excavation drive machine 12 installed in the steel outer cylinder 10 are removed from the existing manhole 2.
Furthermore, the thrust receiving flange 13 is removed from the steel outer cylinder 10 by removing the mounting bolt 14, and is extracted into the existing manhole 2 through the steel outer cylinder 10 (see FIG. 3). Further, when the extraction bolt 21 is screwed into the female screw 16c of the auxiliary ring 16 for joining, and the end bolt, that is, the reinforcing end plate 6e of the insertion opening 6c is further screwed in, the auxiliary ring 16 for joining becomes the waterproof rubber 17 At the same time, it slides off the insertion slot 6c (see FIGS. 4 and 5). Thereafter, the joining auxiliary ring 16 has no sliding resistance with the water blocking rubber 15, and can be taken out into the existing manhole 2 relatively easily by sliding inside the steel outer cylinder 10.
After removing the joining auxiliary ring 16, the propulsion tube 9 is pushed by the main push jack 4, and in the case shown, the propulsion tubes 6 and 8 are pushed into the steel outer cylinder 10. Thus, when the front end portion (end surface of the insertion opening 6c) of the leading propulsion tube 6 reaches the tip of the steel outer cylinder 10, the pushing by the main push jack 4 is finished (see FIG. 6). The pushing-in of the propulsion pipes 6 and 8 is easy because there is a sufficient gap between the steel outer cylinder 10. Moreover, when the propulsion pipes 6 and 8 are pushed in, the contact resistance between the propulsion pipes 6 and 8 and the steel outer cylinder 10 is smaller than the friction resistance between the steel outer cylinder 10 and the earth pressure. Does not move to the existing manhole 2 side together with the propulsion pipes 6 and 8.

  After the completion of the propulsion / push-in, the main push jack 4 and the contact plate 7 are removed, then the water stop plug 6k is removed from the embedded socket 6h, the mortar as the backfill material is injected from the mortar inlet 6j, and the ground is excavated. When the gap between the hole and the propulsion pipes 6, 8, 9 is filled and the filling is completed, the laying of the propulsion pipe 5 is completed by closing the lid with the water stop plug 6 k. Although the number of propulsion pipes 9 is two in the illustrated example, a large number of propulsion pipes 9 are buried depending on the distance between the vertical shaft 1 and the existing manhole 2.

  FIG. 7 shows another example of the joining auxiliary ring 16. The joining auxiliary ring 16 is divided into a plurality of ring pieces 16d in advance (in the figure, divided into three parts), and a flange 16e formed on the side of the ring piece 16d. A concave portion 16f may be formed on the side surface across the mating surface, and a joint plate 16g may be fitted into the concave portion, and the joint bolt 16h may be screwed to be integrally connected. Reference numeral 16j denotes a sealing material interposed on the mating surfaces. With this divided structure, the joining auxiliary ring 16 can be pulled out after the propulsion after the joint plate 16g is removed and each ring piece 16d is relatively easy. The female screw 16c is omitted in the case of the embodiments described later.

  FIG. 8 shows another embodiment instead of the extracting means. A storage chamber 22 is formed by embedding a rectangular frame made up of front and rear wall plates 22a and both side wall plates 22b in the back of the reinforcing end plate 6e of the insertion opening 6c of the reinforced concrete tubular body 6a. A plurality of the storage chambers 22 are formed in the circumferential direction of the leading concrete pipe body 6a. A through-hole 22c facing the axial direction of the concrete tube 6a is provided in the front wall plate 22a of each storage chamber 22, and a female screw 22d is provided in the reinforcing end plate 6e concentrically with the through-hole 22c. An extrusion means 23 such as a bolt is screwed into the storage chamber 22 through the through-hole 22c. As described in the above embodiment, after the propulsion, the joining auxiliary ring 16 is extracted from the propelling tube 6 by rotating the bolt 23 so that the tip of the bolt 23 is connected to the flange portion 16a of the joining auxiliary ring 16. The joining auxiliary ring 16 hits the end face and is pushed out from the insertion port 6 c of the propulsion pipe 6 to be detached from the propulsion pipe 6. Furthermore, it collect | recovers to the existing manhole 2 through the steel outer cylinder 10 using an appropriate jig | tool. A hydraulic jack can be adopted instead of the bolt 23. After the joining auxiliary ring 16 is pulled out, the bolt 23 is taken out, and the housing chamber 22 is filled with mortar and finished so as to be flush with the inner surface of the concrete pipe body 6a.

The longitudinal cross-sectional view which shows the implementation condition of this invention FIG. 2 is a partially enlarged view of FIG. 1, (a) is a partially enlarged longitudinal sectional view of a joint portion between a steel outer cylinder 10 and a propulsion tube 6, and (b) is a partial enlargement of a joint portion between the propulsion tube 8 and the propulsion tube 9. Longitudinal section The longitudinal cross-sectional view which shows the state which removed the excavator and thrust receiving flange after completion | finish of the propulsion of this invention The fragmentary longitudinal cross-section which shows the removal state of the auxiliary ring for joining based on this invention The fragmentary longitudinal cross-section which shows the state which removed the auxiliary ring for joining which concerns on this invention Longitudinal sectional view showing the state where the propulsion pipe is pushed into the steel outer cylinder The other embodiment of the auxiliary ring for joining which concerns on this invention is shown, (a) is a side view, (b) is the elements on larger scale of FIG. 7 (a), (c) is AA of FIG.7 (b). Arrow view The other Example of the extraction means which concerns on this invention is shown, (a) is a fragmentary longitudinal cross-sectional view, (b) is a BB line arrow directional view of Fig.8 (a). Shown in the outer shell tube of the conventional example, (a) is a longitudinal sectional view, (b) is a schematic explanatory diagram Schematic explanatory diagram showing the connection between the propulsion pipe and the manhole in the conventional example

Explanation of symbols

DESCRIPTION OF SYMBOLS 1 Start shaft 1a Start port 2 Existing manhole 2a Side wall 2b Connection port 2c Entrance / exit hole 2d Cover plate 3 Excavator 4 Former push jack 5 Propulsion pipe 6 Propulsion pipe 6a Concrete pipe body 6b Reinforcement outer cylinder 6c Insertion port 6d Receiving port 6e Reinforcement end Plate 6f Reinforcement flange 6g Circumferential groove 6h Embedded socket 6j Mortar inlet 6k Water stop plug 7 Stop plate 8 Propulsion tube 8a Concrete tube 8b Reinforcement outer cylinder 8c Insertion port 8d Receptor end plate 8f Reinforcement flange 9 Propulsion tube 9a Concrete tube Body 9b Reinforcement ring 9c Receiving port 9d Receiving port 9e Collar 9f Reinforcing end plate 9g Reinforcing flange 9h Circumferential groove 10 Steel outer cylinder 10a Receiving port 10b Female thread 11 Excavation blade 12 Excavation driving machine 13 Thrust receiving flange 13a Mounting portion 13b Through hole 14 Fixed Means (mounting bolts)
15 Water-stopping rubber 16 Joining auxiliary ring 16a Flange portion 16b Circumferential groove 16c Female thread 16d Ring piece 16e Flange portion 16f Recessed portion 16g Joint plate 16h Joint bolt 16j Sealing material 17 Water-stopping rubber 18 Cushioning materials 19, 20 Water-stopping rubber 21 Extraction means (extraction bolt)
22 Storage chamber 22a Wall plate 22b Side wall plate 22c Through port 22d Female screw 23 Extruding means (extrusion bolt)

Claims (4)

The excavator 3 detachably provided at the front end in the steel outer cylinder 10 from the starting shaft 1 is excavated in the ground, and the leading propelling pipe 6 is fitted and connected to the steel outer cylinder 10 and this propulsion is performed. The front end surface of the pipe 6 is brought into contact with a thrust receiving flange 13 provided at the rear end portion in the steel outer cylinder 10, and the propulsion pipe 6 is propelled by the main jack 4, and the subsequent propulsion pipes are sequentially connected. Then, in the propulsion excavator that is configured to construct the propulsion pipeline 5 to the existing manhole 2,
The outer diameter of the leading propulsion pipe 6 is made smaller than the inner diameter of the steel outer cylinder 10, the thrust receiving flange 13 is detachably fixed to the steel outer cylinder 10, and the insertion opening 6c of the leading propulsion pipe 6 is provided. And a joint auxiliary ring 16 having a diameter larger than the outer diameter of the head propelling pipe 6 is detachably mounted between the receiving port 10a of the steel outer cylinder 10 and an insertion port 6c of the head propelling pipe 6; A propulsion excavator characterized in that water-stopping members 15 and 17 are mounted between the joining auxiliary ring 16 and the joining auxiliary ring 16 and the receiving port 10a of the steel outer cylinder 10, respectively.   A plurality of female screws 16c parallel to the axial direction of the propulsion pipe 6 are penetrated through the flange portion 16a of the joining auxiliary ring 16, and the female screws 16c are extracted from the outside of the flange portion 16a. The propulsion according to claim 1, wherein the bolt 21 is screwed and the tip thereof is brought into contact with the end surface of the insertion port 6c of the propulsion pipe 6 so that the auxiliary auxiliary ring 16 can be extracted from the propulsion pipe 6. Drilling rig.   A plurality of storage chambers 22 are formed (in the circumferential direction) on the back of the reinforcing end plate 6e of the insertion port 6c of the propulsion tube 6, and a through-hole 22c parallel to the axial direction of the propulsion tube 6 is formed in the storage chamber 22. The reinforcing end plate 6e is provided with a female screw 22d concentrically with the through-hole 22c, the extrusion bolt 23 is screwed into the female screw 22d from the housing chamber 22 through the through-hole 22c, and the tip thereof is an auxiliary for joining. The propulsion excavator according to claim 1, wherein the joining auxiliary ring (16) can be pushed out from the propulsion pipe (6) by abutting against an end face of the flange portion (16a) of the ring (16).   The propulsion excavator according to any one of claims 1 to 3, wherein the joining auxiliary ring 16 is a ring piece 16d divided into a plurality of pieces, and the ring piece 16d is connected and integrated by a joint plate 16g.

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