JP2587385B2 - Method and apparatus for arranging friction cutter in construction of underground structure - Google Patents

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method and an apparatus for arranging a friction cutter in the construction of an underground structure.

[0002]

2. Description of the Related Art As a method of constructing an underground structure which can be constructed without hindrance to upper traffic when underground construction of a large number of members is excavated in the underground such as a railway or a road in a transverse direction, The present inventors have invented a method for constructing an underground structure as shown in FIGS.
No. 55-19312).

[0003] As shown in FIG. 4, a steel sheet pile 2 is placed beside an upper traffic 1 such as a railway to construct a starting pit 3 and a reaching pit 4, and a press-fitting machine 5 is installed in the starting pit 3. Then, the roof cylinder 6 is pressed into the reaching shaft 4. FIG. 7 is a front view of the roof cylinder 6, which is a steel pipe having a rectangular cross-section, having hook-shaped joints 6a and 6b formed continuously on the side in the longitudinal direction, and a friction cutter made of a flat plate made of a steel plate on the upper surface. 7 is attached by welding its tips.

The press-fitting machine 5 has a mechanism for extruding the cylinder 6 with a jack or the like and a mechanism for excavating the interior of the cylinder 6 with an auger or the like. The roof cylinder 6 is of a suitable length and is sequentially connected in the longitudinal direction to bury the required length. If the first one is press-fitted by the press-fitting machine 5, the press-fitting machine 5 is retracted. Then, the next cylinder 6 is set in the space, and the friction cutters 7 and the cylinders 6 are welded and joined to extend the length thereof, and then press-fitted by the press-fitting machine 5 again. on the other hand,
As shown in FIG. 8, the roof cylinders 6 are arranged side by side in parallel with each other via joints 6 a and 6 b so as to be like a plate-shaped girder.

Next, as shown in FIG. 5, a reaction wall 8 and a concrete box 9 as an underground structure are set in the starting pit 3, and a propulsion jack is provided between the reaction wall 8 and the concrete box 9. 10 is provided, a cutting edge 11 is provided at the tip of the underground structure 9, and a small jack 12 is interposed between the tip of the underground structure 9 and the roof cylinder 6.

In FIG. 1, reference numeral 13 denotes a support member for the roof cylinder 6, and reference numeral 14 denotes a stopper for the friction cutter 7, which is provided on the starting shaft 3 side, while a receiving stand 15 is provided on the reaching shaft 4 side.

[0007] The small jack 12 is extended to make the concrete box 9 a reaction force, the tips are separated from each other by welding, and the roof cylinders 6 are sequentially pushed one by one while leaving the friction cutter 7 in the ground. When the body 6 moves forward, the small jack 12 is contracted and the propulsion jack 10 is now extended to make the concrete box 9 excavate. This concrete box 9
Excavation is safely performed under the roof girder parallel to the plate-shaped girder. In the figure, reference numeral 16 denotes a strut interposed between the propulsion jack 10 and the concrete box 9.

In this manner, while the advance of the roof cylinder 6 and the advance of the concrete box 9 are alternately repeated,
The portion of the roof cylinder 6 that has come out to the reaching shaft 4 is cut into a welded portion in order to make it initially short and removed. Then, when the tip of the concrete box 9 reaches the reaching pit 4, the cutting edge 11 and the like are removed, and backfill grouting is appropriately performed to complete the construction.

The concrete box 9 may be constructed such that a precast concrete box is sequentially suspended in the starting pit 3 and connected thereto, or the concrete is cast in the starting pit 3 to a required length. May be added.

Further, regarding the method of propelling the concrete box 9, a reaction wall and a center-hole type towing jack are provided on the side of the reaching pit 4 and one end is fixed to the concrete box 9. By pulling a towing member made of steel wire with this towing jack, the concrete box 9 can be drawn in from the reaching shaft 4 side.

[0011]

By the way, FIG.
In the method of constructing an underground structure shown in FIG. 6, the friction cutter 7 made of a flat plate of steel plate is pressed into the ground together with the roof cylinder 6, and then the roof cylinder 6 and The concrete box 9 is propelled.

Some of the friction cutters 7 are arranged in a wavy state, and although the stoppers 14 are present, the friction cutters 7 are dragged together with the roof cylinder 6 and the concrete box 9 to move forward. Some things will come out.

SUMMARY OF THE INVENTION An object of the present invention is to solve the disadvantages of the prior art and, firstly, to easily and surely correct the advancing friction cutter to an appropriate position so that construction can proceed without any trouble. An object of the present invention is to provide a method of arranging a friction cutter in the construction of an object.

Secondly, in order to easily and surely correct the friction cutter to an appropriate position, an inexpensive and easy-to-operate operation panel is used in the construction of the underground structure when the friction cutter withdrawing means is a jack. It is provided as an arrangement device for a friction cutter.

[0015]

In order to achieve the above object, the present invention provides a method of arranging a friction cutter in the construction of an underground structure, firstly, prior to the propulsion of a concrete box as an underground structure. In a construction method of an underground structure in which a roof cylinder having a friction cutter mounted thereon is arranged in parallel and a roof cylinder is extruded together with or in advance of a concrete box while leaving the friction cutter, the friction cutter includes: Providing advance detection means and its notifying means and pullback means, detecting the friction cutter that moves forward together with the roof cylinder or concrete box with the advance detection means and notifying it with the notifying means, based on this notification The gist of the present invention is to operate the retraction means to return to the original position.

Secondly, the forward detecting means is an electric contact, the notifying means is a lamp, the third returning means is a hydraulic jack, and fourthly, the hydraulic jack is mounted on a concrete box. The point is to provide a reaction force.

Fifthly, jacks, which are pull-back means, are divided into groups, and the jacks are fed to the oil pipes of each group between an oil pipe for each group of jacks and an output / return switching device connected to a pump. A flow rate adjusting device that adjusts the oil ratio is provided, and the flow rate adjusting device is operated so that more oil is supplied to the oil supply pipes for each group to the jack where the friction cutter notified by the notification means is provided. The gist is that.

As a device for arranging a friction cutter in the construction of an underground structure, a jack is used as an operation panel of a jack as a means for pulling back the friction cutter, and the jack is divided into groups and connected to one pump to switch between output and return. Connect the oil feed pipe to the jack and the return oil pipe to the device,
The gist is that a flow rate adjusting device is provided in the middle of an oil feed pipe from the switching device, and the oil feed pipe branched from the flow rate adjuster serves as an oil feed pipe for each jack group.

[0019]

According to the first aspect of the present invention, the friction cutter which moves forward together with the roof cylinder or the concrete box is detected by the forward detecting means and is notified by the notifying means. At this time, the retracting means can be operated to return to the original position, so that the friction cutter can always be arranged at an appropriate position to proceed with the construction.

According to the second aspect of the present invention, in addition to the above-mentioned functions, the forward detection means is an electric contact and the notification means is a lamp, so that inexpensive and reliable detection means and notification means can be obtained. According to the third aspect of the present invention, the use of the hydraulic jack for the retraction means can be performed safely and easily.

According to the present invention, the hydraulic jack is provided by mounting a stage directly on the concrete box or by attaching a stage to the rear of the concrete box so as to take a reaction force on the concrete box. Since it moves with the concrete box as compared with the case where it is provided outside the concrete box, there is no need to operate the hydraulic jack to hold down the friction cutter when moving the concrete box.

According to the fifth and sixth aspects of the present invention, a plurality of jacks can be connected to one pump together, which is economical and has been moved forward by the flow rate adjusting device. Since more oil is sent to the jack group on the side where the friction cutter is located and this jack is operated quickly, it is possible to make the operation panel simpler and cheaper than when distributing oil by adjusting pressure etc. it can.

[0023]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiments of the present invention will be described below in detail with reference to the drawings. FIG. 1 is a side view showing one embodiment of a method and an apparatus for arranging a friction cutter in the construction of an underground structure, showing steps in the middle of the underground structure construction method shown in FIGS. . Since the method of constructing the underground structure itself is as described above, the description is omitted.

According to the present invention, the friction cutter 7 composed of a flat plate made of a steel plate on the upper surface is not fixed with a stop member on the side of the starting pit 3 but a tie lot 20 is attached to each of the friction cutters, as shown in FIG. The cutter 7 was assembled, and these were connected by a bar 21 made of a die steel or the like, and a hydraulic jack 22 as a return means was connected to the bar 21.

The hydraulic jack 22 may be fixedly provided outside the concrete box 9 in the starting shaft 3 or may be fixedly provided on the concrete box 9 as shown in the figure.

Each of the friction cutters 7 is provided with an electric contact 23 using a carbon rod as a forward detecting means, and the electric contact 23, a power supply 24 and a lamp 25 as a notifying means are connected as a series circuit. In addition, one lamp 25 may be used in common for a plurality of electric contacts 23.

FIG. 3 shows an operation panel 26 of the hydraulic jack 22 as the pull-back means, which controls the hydraulic jack 22 semi-automatically for one pump.

An operation panel 26 connects an oil feed pipe to the hydraulic jack 22 and a return oil pipe 28 to an outlet / return switching device 27 connected to one pump (not shown).
29, a flow rate adjusting device 30 manually operated by picking is provided.

The hydraulic jack 22 divides the hydraulic jack 22 into two groups, left and right, and the oil feed pipes 29a and 29b branched from the flow rate adjusting device 30 serve as oil feed pipes for each group of the hydraulic jack 22. Further, a pressure regulator 31 was installed in parallel with the flow rate regulator 30, and an oil pressure gauge 32 was provided in the middle of piping to the pressure regulator 31.

The lamp 25 serving as the notification means is also arranged on the operation panel 26. In the figure, reference numeral 33 denotes a stop valve for each hydraulic jack 22.

When the friction cutter 7 moves forward together with the roof cylinder 6 and the concrete box 9 in this way, the electric contacts 23 are closed, and the lamp 25 as a notification means is turned on.

Then, the operator turns the flow rate adjusting device 30 of the operation panel 26 while watching the lit lamp 25, and turns on the lit lamp.
Hydraulic jack 22 of friction cutter 7 corresponding to 25
Is adjusted so as to increase the oil feed rate to the oil feed pipes 29a or 29b of the group (the oil is sent to only one of them).

Thus, the hydraulic jack 22 operates to return the friction cutter 7 to the original position.

When the lit lamp 25 is present in any of the groups, the flow rate adjusting device 30 is evenly fed to the oil feed pipes 29a and 29b, and the pressure adjusting device 31 is used.
To increase the hydraulic pressure.

In order to know that the friction cutter 7 has been returned to the original position by the operation of the hydraulic jack 22, the lamp 25 may be turned off, but an electric contact as a detecting means or an alarming means as a notifying means may be used. The lamps may be provided separately. FIG. 34 shows a lamp for notifying the pullback.

It is to be noted that, as another embodiment, it is conceivable to use fully automatic operation.
The two pumps are directly connected, and the pump is operated by the output of the electric contact 23.

[0037]

As described above, the method and the apparatus for arranging the friction cutter in the construction of the underground structure according to the present invention can easily and surely correct the advanced friction cutter to an appropriate position without any trouble. The construction can proceed.

Further, when the friction cutter is simply and surely corrected to the proper position, the pull-back means of the friction cutter is used as a jack. Therefore, it is economical with a small number of pumps, and is inexpensive and easy to operate. An operation panel is obtained.

[Brief description of the drawings]

FIG. 1 is a side view showing one embodiment of a method and an apparatus for arranging a friction cutter in the construction of an underground structure according to the present invention.

FIG. 2 is an explanatory view of a main part showing one embodiment of a method and an apparatus for arranging a friction cutter in the construction of an underground structure according to the present invention.

FIG. 3 is a front view showing an example of an operation panel as a device for disposing a friction cutter in the construction of an underground structure according to the present invention.

FIG. 4 is a side view showing a first step of a method for constructing an underground structure.

FIG. 5 is a side view showing a second step of the method for constructing an underground structure.

FIG. 6 is a side view showing a third step of the method of constructing an underground structure.

FIG. 7 is a front view of a roof cylinder.

FIG. 8 is a front view showing an arrangement example of a roof cylinder.

[Explanation of symbols]

DESCRIPTION OF SYMBOLS 1 ... Top traffic 2 ... Earth retaining sheet pile 3 ... Starting pit 4 ... Destination pit 5 ... Press-fitting machine 6 ... Roof cylinder 6a, 6b ... Joint 7 ... Friction cutter 8 ... Reaction wall 9 ... Concrete box 10 ... Propulsion jack 11 ... Blade 12 ... Small jack 13 ... Support material 14 ... Stopping member 15 ... Stand 16 ... Strut 18 ... Temporary support 20 ... Tie lot 21 ... Bar 22 ... Hydraulic jack 23 ... Electrical contact 24 ... Power supply 25 ... Lamp 26 ... Operation panel 27 ... Switching device between output and return 28 ... Return oil pipe 29, 29a, 29b ...
Oil supply pipe 30 ... Flow velocity adjusting device 31 ... Pressure adjusting device 32 ... Hydraulic gauge 33 ... Stop valve 34 ... Ramp

 ──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-55-19312 (JP, A) JP-A-62-225691 (JP, A)

Claims (6)

(57) [Claims] 1. Prior to the propulsion of a concrete box to be an underground structure, a roof cylinder having a friction cutter mounted on its upper surface is arranged in parallel, and the roof cylinder together with the concrete box is left with the friction cutter left. In the method of constructing an underground structure to be extruded in advance, the friction cutter is provided with a forward detecting means, a notifying means and a retracting means, and the friction cutter which moves forward together with the roof cylinder or the concrete box is moved forward. A method for arranging a friction cutter in the construction of an underground structure, characterized in that it is detected by a detecting means and notified by an informing means, and based on the notification, the retraction means is operated and returned to an original position. 2. The method according to claim 1, wherein the forward detecting means is an electric contact, and the notifying means is a lamp. 3. The method according to claim 1, wherein the pull-back means is a hydraulic jack. 4. The method according to claim 3, wherein the hydraulic jack is provided on the concrete box so as to take a reaction force. 5. A jack, which is a pull-back means, is divided into groups, and an oil transfer ratio is set between an oil feed pipe for each group of jacks and an output / return switching device connected to a pump. Arrange a flow rate adjustment device to adjust the
4. The underground structure according to claim 1, wherein the flow rate adjusting device is operated so that more oil is supplied to the oil supply pipes for each group to the jack having the friction cutter notified to the notification means. 5. How to install friction cutters in construction. 6. A jack operation panel as a friction cutter pull-back means, wherein the jack is divided into groups, and an oil feed pipe and a return oil pipe to the jack are connected to an outlet / return switching device connected to one pump. However, a flow rate adjusting device is disposed in the middle of an oil feed line from the switching device, and the oil feed line branched from the flow speed adjuster becomes an oil feed line for each jack group. Installation equipment.