BACKGROUND OF THE INVENTION
[0001] The present invention relates to a propulsion process of buried pipe, and more particularly
to a so-called propulsion process for burying an underground pipe such as sewer without
excavating the soil from the ground surface, by forming a burying hole horizontally
in the soil from a shaft, and propelling while sequentially burying the pipe in the
formed burying hole.
[0002] Because the propulsion method is not necessary to excavate the ground widely along
the burying route, the propulsion method is intensively researched and developed as
a method favorable for the installation site where the traffic volume is large and
it is difficult to limit the traffic.
[0003] In the general conventional propulsion method, first a shaft is excavated and formed
in the ground, and a burying hole in the horizontal direction is formed from the side
of this shaft into the ground, by a device called the leader. The burying hole is
formed by digging the ground by earth auger or other digging means attached to the
leader, or by compacting the ground at the conical tip portion of the leader, and
either method is selected depending on the soil properties and installation conditions.
[0004] At the rear part of the leader, a buried pipe cut in a specific length is connected.
The buried pipes of specific length are coupled one after another and extended in
length. At the rear end of the first buried pipe or the extended buried pipe row,
propelling force is applied by a jack installed in the shaft to propel the buried
pipe row and the leader, while the burying hole is formed and buried pipe is installed
by the leader.
[0005] The reason of using buried pipes of specific length in the propulsion process is
that the handling length of the buried pipe is limited depending on the space of the
shaft in order to propel prefabricated pipes into the burying hole through the shaft.
Besides, to transport the pipes from the pipe mill to the site of installation and
store them, it is necessary to use pipes of fixed size.
[0006] The seam of the buried pipes of specific length is connected by butt-to-butt adhesion
of the pipe ends, or fitting the pipe end to the collar. In the case of collar fitting,
a water stop rubber is set on the abutting face of the pipe and collar to prevent
invasion of ground water.
[0007] In such conventional propulsion process, however, the working of the seam of the
pipes is difficult, and the watertightness at the seam is inferior, and the strength
is not sufficient.
[0008] That is, every time one pipe is propelled into the burying hole, the next pipe must
be joined to the preceding pipe, and it takes time until the pipe ends adhere sufficiently,
or when fitting by a collar with water stop rubber, it must be handled carefully so
as not to damage the rubber, and the work is very complicated and laborious. Since
these jobs are manually done in a narrow shaft at the site, the finishing quality
differs with the skill of the workers, and the pipe seam may not be joined completely,
the water stopping property may not be exhibited fully, or the strength is often lowered.
[0009] Besides, in the seam part, since the strength is weaker than that of the pipe main
body, and when the propulsion force from the jack or the frictional drag force from
the ground is applied while propelling, the seam adhesion may be separated, the collar
and the water stop rubber may be separated, or the end of the buried pipe may be broken.
[0010] If the seam junction is imperfect, ground water or sand may enter the buried pipe,
or the planned water flow of the pipe may not be obtained when used as the sewer,
or the water matter flowing in the pipe may lead into the ground to induce pollution
problems.
[0011] Particularly, in the conventional propulsion process, a propulsion force is applied
to the rear end of the buried pipe row, and all the buried pipes and the leader are
propelled by this propulsion force, and an extremely large stress is concentrated
on the seam of pipes, which leads to various problems as mentioned above.
SUMMARY OF THE INVENTION
[0012] It is hence a primary object of the invention to present a propulsion process of
buried pipe by eliminating the seam of buried pipes in order to solve the problems
in the conventional propulsion process, so that the problems of water leak, lowering
of strength and others due to imperfect seam junction may be solved at the same time.
[0013] To achieve the above object, the first invention presents a propulsion process of
buried pipe comprising the steps of forming a burying hole by propelling the leader
in the ground, and propelling and burying the pipe in the burying hole, wherein a
long hoop-shaped pipe material made of an elastic material is sequentially curved
to joint the side end to form an endless pipe, and this endless pipe is successively
inserted and propelled into the burying hole.
[0014] The same leader as used in the conventional propulsion process may be used. As stated
above, the leader is available in various types, that is, the type having earth auger
or other digging means, the type having a tip for compaction, and the combined type,
and any type may be employed. In a different type, for example, muddy water is supplied
and circulated from the leader into the ground, and the excavated soil is discharged
together with the muddy water. When the leader is provided with direction changing
means such as direction control jack for changing the direction of the tip, the direction
of the burying hole may be easily corrected. The practical structure of this direction
change means may be same as in the conventional leader.
[0015] In the invention, as the buried pipe, cylindrical tubes of fixed size are not prefabricated
as in the conventional propulsion process, but an endless pipe is fabricated at the
site by using pipe material, and is propelled and buried simultaneously.
[0016] The buried pipe material is a plastic material such as polyethylene and vinyl chloride,
which is continuously formed in a long hoop shape and is prepared in coil form to
be presented for transportation and storage. The width of the buried pipe material
is adjusted to the circumferential length of the burying hole, that is, the endless
buried pipe. When composing one endless buried pipe by combining a plurality of buried
pipe materials, the width of one pipe material may be a portion of the circumferential
length of the endless buried pipe divided by the number of pieces. Or, the pipe material
prefabricated in a specific width may be cut to a required width at the site by matching
with the diameter of the burying hole. As the buried pipe material, any plastic material
may be used as far as it is plastic enough to curve in a cylindrical form at ordinary
temperature or in heated state, and mechanically strong and durable enough as buried
pipe in installed state. To adhere when forming an endless buried pipe, an adhesive
material or a heat-adhesive material may be used.
[0017] To curve a hoop-shaped pipe material into a cylindrical form, the invention employs
extrusion process, drawing process, press process or other curve processing means
conventionally employed in curving process of synthetic resin plate or thin metal
sheet. For example, when a pipe material is sent in between a drum-shaped roller having
an arc-shaped curvature and a spherical roller having a spherical surface corresponding
to the curvature, and is pressed and formed, the pipe material may be curved in an
arc form. Or by passing the pipe material into a ring-shaped curvature processing
frame, the pipe material may be curved at the ratio of curvature to the inside diameter
of the curvature processing frame. For the ease of pipe curving work, the pipe material
may be temporarily softened by heating or other means.
[0018] As the buried pipe material, either one pipe material may be curved to compose the
entire circumference of the endless buried pipe, or plural pipe materials may be joined
in the circumferential direction to compose the endless buried pipe.
[0019] After curving the pipe material into a cylindrical form, the side end in the longitudinal
direction is joined to form an endless buried pipe. The means for joining the side
ends of the pipe material may include, among others, adhesion by adhesive, heating
and fusing, welding by resin welding material, ultrasonic pressure-bonding, and ordinary
joining means for synthetic resins. anyway, since the side ends in the longitudinal
direction are joined while feeding the pipe material continuously, a continuous working
method should be employed as the joining means.
[0020] Thus fabricated endless pipe is propelled into the burying hole. In the invention,
since the propulsion is promoted while manufacturing the endless pipe continuously
from the pipe material, it is difficult to apply a large propulsion force to the rear
end of the buried pipe by a jack. Accordingly, in the invention, an axial propulsion
support is coupled behind the leader, and the propulsion force by the jack is applied
to the rear end of this propulsion support, thereby propelling the leader.
[0021] The propulsion support is formed in a fixed length, in a cylindrical form smaller
than the inside diameter of the endless pipe to be buried. The length of the propulsion
support is determined in consideration of the convenience of transportation, storage
and handling in the shaft. The propulsion support is linked behind the leader and
is successively extended.
[0022] The propulsion support contains, in its inside, an auger screw for driving the earth
auger of the leader to send out the excavated soil behind, hydraulic and pneumatic
pipings for actuating the direction change means of the leader, power cable and others.
In the case of a propulsion support for buried pipes of large diameter, a worker's
space may be provided inside the propulsion support.
[0023] To propel the endless buried pipe, if the ground resistance is small, the endless
buried pipe consecutive to the front end of the buried pipe material may be propelled
by the supply means such as roller which is used when continuously curving the pipe
material, or the endless buried pipe may be propelled by pulling with the leader propelled
by the propulsion support while fixing the front end of the endless buried pipe behind
the leader, but if the ground resistance is large or in the case of continuous propulsion
for a long distance, in order to avoid excessive stress on the endless buried pipe,
it is desired to employed the method of the second invention as described below.
[0024] That is, in the second invention, an endless buried pipe is inserted into the outer
circumference of a propulsion support which is successively linked behind the leader,
and the endless buried pipe is hold and fixed on the propulsion support, and the propulsion
force is transmitted from the propulsion support to the endless buried pipe.
[0025] The holding and fixing means may fix the endless buried pipe on the propulsion support,
in the state of the endless buried pipe being inserted in the outer circumference
of the propulsion support, by holding from the inside of the endless buried pipe,
while resisting the frictional drag force applied to the buried pipe from the ground
when propelling. Practically, for example, an inflating piece made of rubber bag or
the like which is inflated by the supply of pressure medium such as air is disposed
on the outer circumference of the propulsion support, and this inflating piece is
inflated to press against the inner wall of the endless buried pipe, so that the endless
buried pipe is held and fixed on the inflating piece by the frictional support force
between the inflating piece and the endless buried pipe. Or a friction holding plate
for pressing the inside of the buried pipe by mechanically moving from the outer circumference
of the propulsion support to the endless buried pipe side may be disposed, or a proper
stopping concave or convex part is formed inside the endless buried pipe, and an engaging
member to be engaged with the stopping concave or convex part is placed on the propulsion
support, or other holding mechanism or fixing mechanical in various machines may be
applied.
[0026] As a practical structure of such holding and fixing means, the technology disclosed
in the present inventors' previous Japanese Patent Applications No. 63-298619, No.
1-183271 and No. 1-240408 may be applied.
[0027] The propulsion process employing the constituent members of the structure described
above is explained below.
[0028] In the ground of the burying route of the pipes, shafts are excavated at proper intervals,
and the lead is propelled from the side wall of the shaft into the ground to form
a burying hole, which is same as the ordinary propulsion process. In the invention,
however, pipes of fixed length are not connected in succession behind the leader,
but an endless pipe is manufactured continuously from a pipe material and is sent
into the burying hole successively. The pipe material and the equipment for manufacturing
an endless pipe from the pipe material are usually placed in the shaft, but part of
the equipment may be placed on the ground.
[0029] Behind the leader, the propulsion support is linked and extended sequentially. The
propulsion support is linked to the leader through the endless pipe being manufactured
continuously. If necessary, the front end of the endless buried pipe is fixed to the
leader. When holding and fixing the endless buried pipe to the propulsion support,
the holding and fixing means is manipulated while sequentially coupling the propulsion
support, and the endless buried pipe of that portion is held and fixed.
[0030] In this state, a propulsion force is applied to the propulsion support by a jack
or the like. The propulsion force applied to the propulsion support is transmitted
sequentially to the forward propulsion support and the foremost leader, and is transmitted
to the endless buried pipe through the holding and fixing means of the leader.
[0031] By working continuously in this way, the burying hole is formed and the endless pipe
is propelled and buried by the leader. In the invention, meanwhile, it is not necessary
to couple and join every pipe as required in the prior art.
[0032] When the leader is propelled to the intended shaft, the leader and the propulsion
support are removed from the burying hole, and only the endless buried pipe is left
in the burying hole. The propulsion supports are mutually released, and the propulsion
supports of specific length are sequentially removed from the burying hole and the
shaft. At the same time, holding or fixing of the endless buried pipe by the holding
and fixing means is also released sequentially. The rear end part of the endless buried
pipe is consecutive to the buried pipe material, and the endless pipe is cut off at
a proper position to be separated from the buried pipe material, and the end surface
is finished. The remaining pipe material is used in the next installation. After removal
of the leader and the propulsion support, the inner surface of the endless buried
pipe is finished, the facilities in the shaft are removed, and the shaft is installed
with a manhole, which is same as the ordinary propulsion process. Meanwhile, since
the endless pipe has no axial seam, water sealing process of the axial seam as required
in the conventional propulsion process is not necessary, but since there is a seam
at the side end of the buried pipe material along the longitudinal direction, this
seam part is reinforced or finished if necessary.
[0033] When an endless pipe is formed from a long hoop-shaped pipe material and the formed
endless pipe is continuously sent into the burying hole and propelled and buried,
buried pipes of specific length are not needed. That is, when the long hoop-shaped
pipe is prepared in roll or coil form, it is easy to carry in through the shaft, or
when the pipe is sent continuously from the shaft into the burying hole, it is not
necessary to delivery the entire pipe material into the narrow shaft.
[0034] Since the endless buried pipe of the invention is free from axial seam, it is not
necessary to adhere each buried pipe of specified length at the seam or join by using
a collar as in the conventional propulsion process. In the endless buried pipe, meanwhile,
there is a seam along the side end of the pipe material, but the junction of this
seam part can be done continuously as part of the work for fabricating a continuous
pipe from a pipe material, and it is not necessary to interrupt the propulsion for
joining work, or it is not needed to joining the seam manually as in the conventional
propulsion process.
[0035] Because there is no seam in the axial direction in the endless buried pipe, the propulsion
force applied to the endless buried pipe, the drag force of the ground, or other axial
force will not lower the sealing performance of the seam, and breakage of seam is
avoided at the same time. In the endless buried pipe, although there is a seam in
the longitudinal direction along the side end of the pipe material, the large forces
applied to the buried pipes in the propulsion process are mostly the propulsion force,
the frictional drag force of the ground and other axial forces, and there is no large
force as to open the seam portion along the longitudinal direction of the endless
buried pipe. Still more, when the endless pipe is put in the burying hole, it receives
pressure in the central direction from the ground, and the force is applied in the
direction of firmly bonding the seam along the longitudinal direction of the continuous
buried pipe, so that there is no risk of breakage of the junction or leakage of water.
[0036] Moreover, by holding and fixing the endless buried pipe on the propulsion support
sequentially coupled behind the leader, the endless buried pipe can be held and fixed
on the propulsion support at plural positions in the longitudinal direction, and the
propulsion force may be transmitted from the propulsion support to the endless buried
pipe at these plural holding and fixing positions. As a result, it is not needed to
apply the whole propulsion force to the rear end of the endless buried pipe, so that
the continuous pipe may be easily propelled in the burying hole directly, while continuously
manufacturing continuous pipe from the pipe material. Still more, since the stress
occurring in the endless buried pipe is dispersed, an excessive propulsion force is
not locally applied to the endless buried pipe, and destruction and deformation may
be avoided.
BRIEF DESCRIPTION ON THE DRAWINGS
[0037]
Fig. 1 is a schematic sectional view of installation state showing an embodiment of
the invention,
Fig. 2 is a perspective view showing the manufacturing part of an endless buried pipe,
Fig. 3 is a partially cut-away sectional view showing the connecting part of the propulsion
support and the inflating mechanism in detail, and
Fig. 4 is a perspective view showing the manufacturing part of an endless buried pipe
in other embodiment.
DESCRIPTION OF THE PREFERRED EMBODIMENTS
[0038] Referring now to the drawings, some of the embodiments of the invention are described
in detail below.
[0039] Fig. 1 shows a sectional structure of a burying hole of propulsion process.
[0040] First, a leader 10 is disposed at the beginning. The leader 10 has a cylindrical
outer circumference equivalent to the aperture of the burying hole, and has an auger
11 attached to its front end. The auger 11 excavates the soil while rotating, and
the excavated soil is sent out backward by an auger screw 12 installed behind the
auger 11. A fitting recess 13 for fitting the front end portion of a continuous buried
pipe 60 is formed in the outer circumference of the rear end of the leader 10. A propulsion
support 20 is connected to the rear end of the leader 10.
[0041] The propulsion support 20 is an axial form made of a steel pipe of fixed length or
the like, and it is linked and fixed to the rear end of the leader 10 by means of
bolts. The propulsion support 20 is sequentially linked backward. The propulsion supports
20 are mutually coupled by means of, for example, bolts by fixing the flanges 21,
21 disposed at the end surface as shown in Fig. 3. The rearmost end of the propulsion
support 20 reaches up to the starting shaft V, and is coupled with the propulsion
force applying means, such as jack 30. The inside of the propulsion support 20 is
hollow, in which an auger screw 23 is placed. The auger screws 23 are connected sequentially
from front to back, and the front end of the auger screw 23 is connected to the auger
screw 12 of the leader 10. The soil excavated by the auger 11 of the leader 10 is
discharged behind in the shaft V through the auger screws 12 and 23.
[0042] On the outer circumference of the propulsion support 20, an circular inflating mechanism
50 is disposed each near the both ends in the axial direction as the holding and fixing
means of the endless buried pipe 60. A detailed structure of the inflating mechanism
50 is shown in Fig. 3.
[0043] Surrounding the outer circumference of the propulsion support 20, a tubular inflating
piece 52 made of elastic material such as rubber is installed. The inflating piece
52 is fixed, with the inner circumference side attached to the support frame 53 attached
to the propulsion support 20. The inflating piece 52 has a feed and discharge parts
54 for feeding and discharging pressure medium such as pressure air or pressure oil.
The feed and discharge part 54 may be an ordinary valve for pressure piping or the
like. The inflating pieces 52 before and after one propulsion support 20 may be coupled
by linking the feed and discharge part 54 mutually with pressure piping, and the inflating
pieces 52 of the propulsion support 20 connected before and after may be also coupled
with pressure piping.
[0044] When pressure medium is introduced into the inflating pieces 52 with the endless
buried pipe 60 inserted into the outer circumference of the propulsion support 20,
the inflating pieces 52 inflate toward the outer circumference, and the outer surface
of the inflating pieces 52 abuts against the inner wall of the endless buried pipe
60, thereby pressing it (the state shown on the right side in Fig. 3). By applying
a specific pressure to the endless buried pipe 60 from the inflating pieces 52, a
frictional support force is built up between the inflating pieces 52 and endless buried
pipe 60, so that the endless buried pipe 60 is securely fixed on the propulsion support
20, without deviating in the axial direction. When the volume or pressure of the pressure
air introduced into the inflating pieces is varied, the pressing force to the endless
buried pipe 60, that is, the holding and fixing force may be adjusted. By releasing
the pressure air introduced into the inflating pieces 52 (the state shown on the left
side in Fig. 3), the holding and fixing on the continuous buried pipe 60 is cleared,
so that the propulsion support 20 may be drawn out of the endless buried pipe 60.
[0045] As the structure of the inflating piece 52, aside from the tube surrounding the outer
circumference of the propulsion support 20 as shown in the drawing, other structures
may be employed, as far as it abuts against the inner wall of the endless buried pipe
60 to hold and fix, such as the structure of installing a plurality of flat bag-shaped
inflating pieces stretching at a specific width along the axial direction of the propulsion
support 20 in the circumferential direction of the propulsion support 20 so that the
inflating pieces are inflated in the radial direction to abut against the inner wall
of the endless buried pipe 60.
[0046] As the holding and fixing means of the endless buried pipe 60, when the inflating
mechanism 50 as described above is used, the inflating piece 52 elastically abuts
against the inner wall of the endless buried pipe 60, so that it is possible to hold
and fix securely without damaging or deforming the inner wall of the endless buried
pipe 60, and if there is any fluctuation or error in the inside diameter of the endless
buried pipe 60, it will be absorbed by the elastic deformation of the inflating piece
52. Besides, there is no complicated operating mechanism, and the risk of trouble
is low, and only by controlling the supply of pressure medium, the endless buried
pipe 60 may e held, fixed or released easily and securely, and an excellent effect
is exhibited.
[0047] In the shaft V, at the opening of the burying hole, a soil stop wall 42 and a water
stop wall 44 are positioned. Through the central penetration hole 45 of the water
stop wall 44, the propulsion support 20 and the endless buried pipe 60 are sent into
the burying hole. At the peripheral edge of the penetration hole 45 of the water stop
wall, there is a packing member 46 for abutting against the outer circumferential
surface of the endless buried pipe 60, and ground water entering the burying hole
is prevented from leaking into the shaft V through the penetration hole 45 of the
water stop wall.
[0048] The endless buried pipe 60 is continuously manufactured from a pipe material 62 placed
in the shaft V in the roll state, and is sent into the burying hole. The structure
of the block for manufacturing endless buried pipe 60 from the pipe material 62 is
particularly shown in Fig. 2.
[0049] The embodiment shown in Fig. 2 is to manufacture one endless buried pipe 60 by using
two pipe materials 62. The pipe material 62 is made of polyethylene resin or the like,
and is formed in a flat long hoop and is wound up in a roll for the convenience of
handling. Across the center line of the burying hole, two rolls of pipe material 62
are placed symmetrically, and each end of the pipe material 62 is pulled out, and
sent into a pair of curving rolls 71, 72. The curving rolls 71, 72 make up a pair
of the drum-shaped roll 71 having a recessed arc curvature surface, and the spherical
roll 72 having a spherical surface corresponding to the curved surface. As the flat
pipe materials 62 pass through the curving rolls 71, 72, they are curved in an arc
form. Ahead of the curving rolls 71, 72, there are guide rolls 74, 74 and cylindrical
processing device 76. The cylindrical processing device 76 has a curving frame having
a processing diameter corresponding to the outside diameter of the continuous buried
pipe 60 to be manufactured, and by sending the right and left pipe materials 62 curved
to a certain rate in the previous stage into the cylindrical processing device 76,
the right and left pipe materials 62 are joined to make a complete cylindrical shape,
so that the intended continuous buried pipe 60 shape will be obtained. The side ends
in the longitudinal direction of the pipe materials 62, 62 are joined butt to butt,
and are thermally adhered by the heating fusion mechanism (not shown) installed in
the cylindrical processing device 76. The heating fusion mechanism is in a same structure
as the heating fusion mechanism for ordinary synthetic resins. In this embodiment,
since two pipe materials 62, 62 are used, longitudinal seams are formed at the upper
end and lower end in the drawing. Therefore, the heating fusion mechanisms are placed
at the positions corresponding to these seams.
[0050] The endless buried pipe 60 sent out from the cylindrical processing device 76 is
in a perfectly cylindrical form, and is joined in the seams along the longitudinal
direction. Thus fabricated endless buried pipe 60 is held and fixed from the inner
side in the holding and fixing mechanism 50 of the propulsion support 20 as shown
in Fig. 1, and is propelled inside of the burying hole.
[0051] Next, the embodiment shown in Fig. 4 is to manufacture one continuous pipe 60 from
one pipe material 62. In this example, ahead of the cylindrical processing device
76, there are a pair of drum-shaped rolls 77, 77 symmetrically across the center line
of the burying hole. The pipe material 62 passes through the drum-shaped rolls 77,
77, and is sent into the cylindrical processing device 76, and an endless pipe 60
is formed same as in the preceding embodiment. Beneath the cylindrical processing
device 76, there is a heating fusion mechanism for thermally adhering the side end
of the pipe material 62.
[0052] The propulsion process by employing the members and the devices described herein
is explained below.
[0053] The process of forming a burying hole by propelling the leader 10 into the ground
from the side of the shaft V is exactly the same as in the ordinary propulsion process.
Behind the leader 10, the propulsion supports 20 are extended successively. In the
shaft V, the pipe material 62 is sent into the guide roll 72 and cylindrical processing
device 76 from the curving rolls 71, 72, and the endless buried pipe 60 is manufactured
and propelled into the burying hole. Therefore, the propulsion support 20 gets into
the center of the endless buried pipe 60 from the rear open part of the pipe 60. The
endless buried pipe 60 sent into the burying hole is sequentially held and fixed by
the holding and fixing means 50 of the propulsion support 20.
[0054] At the rear end of the propulsion support 20 linked behind the leader 10, a propulsion
force is applied by the jack in the shaft, and the leader 10 and the propulsion support
20 are propelled into the ground, and the burying hole is formed by the leader 10.
The endless buried pipe 60 held and fixed on the propulsion support 20 is propelled
and buried in the burying hole together with the propulsion support 20.
[0055] When the leader 10 is propelled up to the intended shaft, the leader 10 and the propulsion
support 20 are removed. The propulsion support 20, after releasing the holding and
fixing of the endless buried pipe 60 by the holding and fixing means 50, is disassembled
into individual pieces and removed. Only the endless buried pipe 60 is left over in
the burying hole. At the forward shaft V, the rear end of the endless buried pipe
60 is cut off and separated from the pipe material 62, and the end surface is treated.
[0056] Thus is completed the propulsion, burying and installation of the buried pipe, and
other practical processes and methods than those described herein are same as in the
ordinary propulsion process and are not particularly explained here.
[0057] According to the propulsion process of buried pipe of the invention, since an endless
pipe is manufactured from a long hoop-shaped pipe material and this endless pipe is
continuously sent into the burying hole, there is no seam in the axial direction for
connecting pipes of fixed length in the conventional method, and the job for joining
the seams in the axial direction is skipped.
[0058] As a result, the time and labor for joining the pipes of fixed length may be saved,
and defective junction or defective sealing at the seams may be eliminated, and the
strength is not lowered at the seams, so that the strength and durability of the entire
buried pipe may be enhanced.
[0059] Furthermore, when the endless buried pipe is held and fixed by the propulsion support
sequentially connected behind the leader, the leader, the propulsion support and endless
buried pipe may be securely propelled while continuously manufacturing endless pipe
from pipe material and sending the endless pipe into the burying hole. Still more,
by holding and fixing the endless buried pipe on the propulsion support, the endless
buried pipe may be held and fixed at plural holding positions, and therefore the propulsion
force applied to the buried pipe may be dispersed, and local application of excessive
force to the buried pipe may be avoided, so that deformation or breakage of the buried
pipe in the process of propulsion may be prevented.