JP6353431B2 - Friction cut plate joining method - Google Patents

Description

  The present invention provides a propulsion body such as a concrete box or a box-type roof and a backfill disposed thereon when an underground structure such as a laying underground passage such as a water and sewage system, a common ditch, and a telegraph telephone is constructed in an urban area or the like. The present invention relates to a friction cut plate joining method for extending a friction cut plate that cuts an edge with a material or a paving material.

In the following patent document, when the construction method is combined with the open shield construction method and the propulsion process that pushes the concrete box together with the open shield machine with the main push jack, the soil of the backfilling with the advance of the concrete box in the propulsion process Therefore, when installing the friction cut plates on the top surface of the concrete box, the friction cut plates can be easily and reliably connected to each other, thereby improving the workability. It was proposed to provide a construction method for underground structures that can secure sufficient bonding strength.
Japanese Patent Laid-Open No. 2001-73785

First, the open shield method will be explained. It is a rational method that makes use of the advantages of the open cut method (open cut method) and the shield method, and the outline is shown in FIG. 7, where 1 is an open shield machine. This is a shield machine having a front surface, a rear surface, and an upper surface which are formed of left and right side wall plates 1a and a bottom plate 1b connected to the side wall plates 1a.

  The open shield machine 1 is formed such that the front ends of the side wall plate 1a and the bottom plate 1b are formed as blade edges 11, and the propulsion jacks 2 are arranged in the vertical direction in the center or near the rear end of the side wall plate 1a. In the figure, 3 indicates a partition wall.

  Although illustration is omitted, this open shield machine 1 is installed in the start pit, the propulsion jack 2 of the open shield machine 1 is extended, and the open shield machine 1 is moved forward by taking a reaction force against the reaction force wall in the start pit. The first concrete box 4 forming the underground structure is suspended from above and set behind the propulsion jack 2 contracted in the tail portion 1c of the open shield machine 1. A strut is disposed between the propulsion jack 2 and the reaction wall to adjust the distance appropriately.

  In addition, the start pit is made up of a retaining wall, and in order to start the open shield machine 1, a part of this retaining wall is mirror-cut, but if necessary, the ground is improved in the front part of the starting pit by chemical injection or the like. Sometimes it is left.

  The excavator 9 such as an excavator excavates soil from the front or upper surface of the open shield machine 1 and discharges the soil. At the same time as or after this earth removal step, the propulsion jack 2 is extended to advance the open shield machine 1. In the case of this advancement process, a pushing angle 8 made of a frame body using box steel or mold steel is disposed in front of the concrete box 4.

  Then, the second concrete box 4 is suspended in the tail portion 1 c of the open shield machine 1 in front of the first concrete box 4. Thereafter, the same excavation and earthing process, forward process, and setting process of the concrete box 4 are repeated as appropriate, and the concrete boxes 4 are sequentially left in the ground as the open shield machine 1 moves forward. A backfill 5 is applied to the upper surface of the box 4.

  When the concrete box 4 is suspended in the tail part 1c of the open shield machine 1, a height adjusting material 7 such as a concrete block is disposed under the concrete box 4, and the inside of the tail part 1c. The grout material 6 is filled in the left and right and lower gaps of the concrete box 4.

  In this way, if the open shield machine 1 reaches the reaching mine, it is removed and the construction is completed.

  In the open shield method, when crossing directly under a structure such as a bridge girder or a large pipe, the excavator and the lifting machine cannot be arranged at the location, and the construction is impossible. Therefore, the concrete box with the open shield machine is pushed out by the main jack installed in the start pit, and a new concrete box is placed between the main jack and the extruded concrete box to repeat the extrusion. There are cases where construction is combined with the open shield method.

As shown in FIG. 8 , in the construction method including the propulsion step, the entire concrete box 4 with the backfill 5 on the upper surface is pushed out by the main pushing jack 15, so that the backfilling is performed as the concrete box 4 advances. There is an inconvenience that 5 soil also moves. In order to eliminate such inconvenience, it is conceivable to install a friction cut plate 12 between the concrete box 4 and the soil of the backfill 5.

  For example, the friction cut plate 12 is formed of a strip-shaped steel plate having a thickness of about 6 to 9 mm and a width of about 1,000 mm, and a plurality of sheets are laid out in a width substantially equal to the width of the concrete box 4.

  In order to install the friction cut plate 12, the friction cut plate 12 is set every time the concrete box 4 is buried, and is sequentially coupled to the friction cut plate 12 already installed on the upper surface of the concrete box 4 previously buried. And as a joining method, the welding etc. which are implemented in the box-type roof construction method etc. can be considered, for example.

FIG. 6 shows an example of welding. The ends of the following friction cut plates 12 are overlapped with the ends of the preceding friction cut plates 12 so that the preceding and following friction cut plates 12 and 12 are continuous. Make it longer. In the figure, reference numeral 24 denotes a backfill material applied on the friction cut plate 12, which is asphalt pavement or the like.

  In Patent Document 1, in the method of joining the friction cut plates 12 by welding, time and labor are required, workability on site is not good, and each part cannot be welded uniformly, and sufficient strength is obtained. It is proposed that it cannot be secured.

As shown in FIG. 9 , protrusion-like plate stoppers 18 are provided on both the left and right ends of the front end portion in the propulsion direction of the friction cut plate 12, and the rear end portion in the propulsion direction of the friction cut plate 12 is provided. Locking holes 19 into which the plate stoppers 18 are inserted are drilled in the left and right ends.

  A plate stopper 18 on the front side of the friction cut plate 12 installed on the upper surface of the next concrete box 4 set behind the advanced concrete box 4 is inserted into a locking hole 19 on the rear side of the front friction cut plate 12. Inserted from below, the plate stopper 18 is locked in the locking hole 19 and the ends of the front and rear friction cut plates 12 are overlapped and coupled to each other.

In the welding example shown in FIG. 6 , the friction cut plate 12 is a flat plate, and a gap is generated when the end of the subsequent friction cut plate is overlapped with the end of the preceding friction cut plate. In FIG. 6 , reference numeral 24 denotes a backfill material such as asphalt pavement, which corresponds to the backfill 5.

  This gap has a large space and a large deflection. There is a possibility that the upper backfilling material 24 may fluctuate due to thickness fluctuation.

  The same applies to Patent Document 1, and a gap is generated when the end of the succeeding friction cut plate is superimposed on the end of the preceding friction cut plate.

  An object of the present invention is to provide a method for joining friction cut plates that eliminates the disadvantages of the prior art and minimizes the space corresponding to the thickness of the friction cut plate and prevents the occurrence of rattling.

In order to achieve the above-mentioned object, the present invention according to claim 1 is characterized in that the end of the trailing friction cut plate is overlapped with the end of the preceding friction cut plate and the leading and trailing friction cut plates are made continuous. In the joining method of the friction cut plate, the leading and trailing friction cut plates are joined by bending the end of one of the friction cut plates and lifting up by the thickness of the friction cut plate. Forming a joining pin at the end of one of the friction cut plates, providing an insertion hole for the joining pin at the joining edge of the other friction cut plate, and connecting the joining margin to the other friction cut plate. superposed on the end portion, and friction cutting plates of the trailing Prior friction cutting plate is to the subject matter to lock the joint pin into the insertion hole.

  According to the first aspect of the present invention, the friction cut plate is bent and the joining margin is lifted by the thickness of the friction cut plate, so that the preceding and subsequent friction cut plates are stacked. At this time, the main body portions other than the joining margin are arranged on a straight line, and the space corresponding to the thickness can be kept to a minimum to prevent the occurrence of rattling. As a result, the space can be small and the deflection can be small.

Further, the friction cut plate is joined by the engagement between the joint pin provided on the friction cut plate and the insertion hole into which the joint pin is inserted, so that the front and rear friction cut plates are hooked with their ends overlapped. It can be easily and reliably combined, shortening the construction time and labor.

  As described above, the friction cut plate joining method of the present invention minimizes the space corresponding to the thickness of the friction cut plate and makes it difficult for rattling to occur. Therefore, the space can be reduced and the deflection can be reduced. Is.

  Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a longitudinal side view showing a first embodiment of a method for joining friction cut plates according to the present invention. In FIG. 1, reference numeral 12 denotes a friction cut plate.

  Friction cut plates are used to cut the edges of boxes and square steel pipes and backfilling materials during the construction of the open shield method, and are installed between the box and backfilling materials. Made of a material such as a thin iron plate (steel plate).

  The friction cut plate 12 is formed of, for example, a strip-shaped steel plate having a thickness of about 6 to 9 mm and a width of about 1,000 mm, and a plurality of sheets are laid out in a width substantially equal to the width of the concrete box 4.

  When the end of the trailing friction cut plate 12 is overlapped with the end of the leading friction cut plate 12 and the leading and trailing friction cut plates 12 and 12 are continuously lengthened, one of the two ends. The end portion of the friction cut plate 12 was bent and floated by the thickness of the friction cut plate to form a joining margin 12a.

  The curve is drawn in a gentle S-shape, and the joining margin 12a is lifted and parallel to the main body by the thickness of the friction cut plate.

  A joining pin 26 as a fixing pin is provided at the end of one of the friction cut plates 12.

As shown in FIG. 2 , the joining pin 26 has a hole 29 formed at the end of the friction cut plate 12, the root of the rod-like joining pin 26 is inserted into the hole 29, and the lower end is fixed by welding 30. .

  An insertion hole 27 for the joining pin 26 is provided in the joining margin 12 a of the other friction cut plate 12.

  The joining margin 12a is overlaid on the end of the other friction cut plate 12.

  Further, the succeeding friction cut plate 12 and the preceding friction cut plate 12 are coupled by locking the joining pin 26 in the insertion hole 27.

FIG. 3 shows a second embodiment of the present invention, and a curved claw-shaped joining pin 26 is provided at the end of one of the friction cut plates 12.

As shown in FIG. 4 , the joining pin 26 is attached to the friction cut plate 12 by welding 28 so that the front end of the joining pin 26 jumps up in the shape of a letter “S”.

  An insertion hole 27 for the joining pin 26 is provided in the joining margin 12 a of the other friction cut plate 12, and the succeeding friction cut plate 12 and the preceding friction cut plate 12 lock the joining pin 26 in the insertion hole 27. Connect by.

  Although illustration is omitted, the insertion hole 27 is an elongated rectangular long hole, and the joining pin 26 is hooked on the end thereof.

  In the second embodiment, since the joining pin 26 is interposed, the joining margin 12a is at a high position, and there is a gap to overlap the end of the other friction cut plate 12 upward.

Next, an example of use of the present invention will be described. FIG. 5 is an example of use by the open shield method, and the open shield method is as described above, and the concrete box 4 is installed in the start pit 13 together with the open shield machine 1. As described above, the propulsion process of pushing out by the former pushing jack 15 and arranging the new concrete box 4 between the pushing jack 15 and the extruded concrete box 4 to repeat the pushing is already described.

  When the main jack 15 is fixed to the bearing wall 14 installed in the start pit 13 and crosses below the obstacle, the front shield of the open shield machine 1 is excavated and earthed, and the concrete box 4 together with the open shield machine 1 is placed. Extrusion is performed with the main pushing jack 15 installed in the start pit 13, and a new concrete box 4 is disposed between the main pushing jack 15 and the pushed concrete box 4, and the pushing is repeated.

  Reference numeral 16 denotes a strut that is set between the main push jack 15 and the concrete box 4, and 23 denotes a stopper for preventing the movement of the friction cut plate.

  In this propulsion step, the entire concrete box 4 with the backfill 5 on the upper surface is pushed out by the main push jack 15, so that the soil of the backfill 5 moves as the concrete box 4 advances. In order to prevent this, the friction cut plate 12 is installed between the concrete box 4 and the backfill material 24.

  Next, when the concrete box 4 is advanced by the main jack 15 installed in the start pit 13, the friction cut plates 12 installed on the upper surface of the concrete box 4 are joined back and forth, and the concrete box 4 is moved in this state. If it moves forward, only the concrete box 4 moves forward, and the friction cut plate 12 on the upper surface of the concrete box 4 is fixed by the stopper 23, so that it stops in place and does not move forward.

It is a vertical side view which shows 1st Embodiment of the joining method of the friction cut plate of this invention. It is an expanded vertical side view of the principal part which shows 1st Embodiment of the joining method of the friction cut plate of this invention. It is a vertical side view which shows 2nd Embodiment of the joining method of the friction cut plate of this invention. It is an enlarged side view of a joining pin part. It is a side view which shows the usage example of this invention. It is a vertical side view which shows a prior art example. It is a vertical side view which shows the outline | summary of an open shield construction method. It is a vertical side view which shows the outline | summary of the open shield construction method incorporating the propulsion construction method. It is a vertical side view which shows another prior art example.

DESCRIPTION OF SYMBOLS 1 ... Open shield machine 1a ... Side wall board 1b ... Bottom board 1c ... Tail part 2 ... Propulsion jack 3 ... Bulkhead 4 ... Concrete box 4a ... Left side wall board 4b ... Right side wall board 4c ... Upper floor board 4d ... Lower floor board 5 ... Backfill 6 ... Grouting material 7 ... Height adjusting material 8 ... Pushing angle 9 ... Excavator 10 ... Opening 11 ... Cutting edge 12 ... Friction cut plate 12a ... Joint 13 ... Starting pit 14 ... Bearing wall 15 ... Main pushing jack 16 ... Strut 17 ... Stand 18 ... Plate stopper 19 ... Locking hole 20 ... Collar 21 ... Nut 22 ... Washer 23 ... Stopper 24 ... Backfill material 25 ... Welding 26 ... Joining pin 27 ... Insertion hole 28 ... Welding 29 ... Hole 30 ... welding

Claims (1)

In the joining method of the friction cut plate, the end of the following friction cut plate is overlapped with the end of the preceding friction cut plate and the length of the friction cut plate is made continuous by the preceding and subsequent friction cut plates. The friction cut plate is joined by bending the end of one of the friction cut plates to raise the thickness of the friction cut plate to form a joining margin, and at the end of one of the friction cut plates. The joint pin is raised, the insertion pin of the other friction cut plate is provided with an insertion hole for the joint pin, the joint margin is overlapped with the end of the other friction cut plate, and the subsequent friction cut plate And the preceding friction cut plate has a joining pin Method of joining friction cutting plate, characterized by locking the entry apertures.

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