JP2003120050A - Destructive construction method of concrete structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To destroy a destroyed object of column or beam member shape with accuracy along a destruction face. SOLUTION: In destroying a concrete structure S1 of approximately circular cross section along the destruction face Mf using a discharge cartridge 1, vertical reinforcements R1 of a destruction part Cs to be destroyed and removed is previously covered with an isolating material 31, and a plurality of approximately radial destruction hole 2 facing the cross section center O1 from the outer surface on the destruction face Mf are bored so that a formed angle θto the adjacent destruction hole 2 is less than 90 deg.. Each destruction hole 2 is charged with the discharge cartridge, and electric energy is supplied in a short time to a thin metal wire submerged in a filler in the discharge cartridge to rapidly fuse and vaporize the thin metal wire, thus generating destructive force. The destructive force is transmitted to the concrete structure S1 through the filler to destroy along the destruction face Mf.

Description

Detailed Description of the Invention

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for destroying a concrete structure, which destroys a columnar or beam-shaped concrete structure, rock, etc. by using electric energy.

[0002]

2. Description of the Related Art The inventors of the present invention supply electric energy accumulated in a capacitor or the like to a good electric conductor (for example, a thin metal wire) in a short time to cause electric discharge, and rapidly melt and vaporize a thin metal wire and a substance around it. Has proposed a number of construction methods for destroying a structure by utilizing the expansive force.

By the way, a foundation pile made of cast-in-place concrete that is driven into the ground when constructing a building, for example, mixes muddy water and precipitates at the pile head and floats up and solidifies together with the concrete. Quality is reduced. For this reason, the piled up part of the pile head is removed.

As a construction method for treating pile heads of cast-in-place foundation piles, conventionally, a small breaking machine such as a hand pick or a breaker is used to destroy and remove the pile heads by an operator. Further, in Japanese Patent Laid-Open No. 8-105041,
Insert the cutting board horizontally into the extra concrete,
After the concrete is hardened, a hitting method is applied to split the concrete along the surface of the cut plate.
In the No. 21 method, place the chemical injection pipe on the cut surface,
Cover the reinforcing bars above the cut surface, inject concrete and solidify it, then expand the injection tube and cut the pile at the cut surface with the expansion destruction agent that is enclosed in the injection tube and expands after a predetermined time Things have been proposed.

[0005]

However, the conventional construction method by workers has a problem in that it is not suitable for urban areas due to a large amount of noise, and that a heavy burden is imposed on workers who use the destroyer. Also, in the method of inserting the cut plate, the concrete pouring work is interrupted and the pouring work is complicated, and although the cut plate is plate-shaped and has a plurality of through holes, it impedes the floating of impurities. , There is a risk that the quality of the concrete under the cut plate will deteriorate. Further, in the method using the expansion-disrupting agent, there is a problem that the expansion-disrupting agent is a harmful agent and therefore it is difficult to handle and requires careful work.

The present inventors have focused on an electric discharge destruction method to solve the above problems, and have proposed a destruction method for a concrete structure capable of accurately destroying a concrete structure such as a pillar material or a beam material along a fracture surface. The purpose is to provide.

[0007]

In order to achieve the above object, the invention according to claim 1 uses a discharge cartridge to construct a concrete structure whose cross section is substantially circular or polygonal along a fracture surface. At the time of breaking, of the reinforcing bars included in the concrete structure, at least the vertical bars included in the breaking portion to be broken and removed are preliminarily coated with an edging material, and from the outer surface of the breaking surface to the center of the cross section. A plurality of substantially radial rupture holes facing each other are formed so that the formation angle with respect to the adjacent rupture holes is less than 90 °, each of the rupture holes is loaded with a discharge cartridge, and immersed in a filler in the discharge cartridge. The electrical energy is supplied to the generated good electrical conductor in a short time to rapidly melt and vaporize the good electrical conductor to generate an impact force, which is transmitted to the concrete structure through the filler. It is intended to destroy the concrete structure along the fracture surface Te.

According to the above construction, when the concrete structure having the substantially circular cross section or the substantially polygonal cross section is destroyed along the fracture surface, the fracture hole for loading the discharge cartridge is formed on the fracture surface from the outer surface to the center of the transverse section. By piercing the radial direction toward 90 ° to less than 90 °, among the destructive forces generated by the shock waves from the adjacent discharge cartridges, the destructive force acting in the direction between the destructive holes is destroyed in the radial direction. The fracture surface between the fracture holes can be destroyed first by making it larger than the force. At this time, by preliminarily covering the vertical streaks in the direction substantially perpendicular to the breaking surface at the breaking part with the edging material, the adhesion between the vertical streaks and the concrete can be significantly reduced. The destructive force acting in the compressing direction and the separating direction can be effectively operated without being hindered.
Moreover, since the fracture surface is destroyed first, the destructive force acting in the other direction can be released from the already destroyed fracture surface, so that the corners of the fracture surface do not crack or chip, and It is possible to satisfactorily form a broken surface.

According to a second aspect of the present invention, when the electric discharge cartridge is used to break a concrete structure having a substantially rectangular cross section or a substantially oval cross section along a breaking surface, a reinforcing bar included in the concrete structure is reinforced. Among them, at least the vertical streaks existing in the fracture portion to be destroyed and removed are coated with an edging material in advance, and the fracture surface has two transverse cross-section centers located at both ends in the longitudinal direction on the transverse section. , A cross-section centerline connecting these cross-section centers is set, and a plurality of substantially radial first fracture holes extending from the outer surface outside the cross-section center to the cross-section center and the outer surface between the cross-section centers A plurality of second breaking holes facing the center line of the cross section are punched so that the forming angle with respect to the adjacent breaking holes is less than 90 °, and the first breaking hole and the second breaking hole are respectively loaded with discharge cartridges. , The discharge power Electric energy is supplied in a short time to the good electrical conductor immersed in the filler in the trough to rapidly melt and vaporize the good electrical conductor to generate an impact force, which is transmitted to the concrete structure through the filler. The concrete structure is destroyed along the fracture surface.

According to the above construction, when a concrete structure having a substantially rectangular cross section or a substantially oval cross section is destroyed along the fracture surface, the first radial direction is directed from the outer surface outside the center of the cross section to the center of the cross section. The breakage holes and the second breakage holes in the direction intersecting the cross-section center line from the outer surface between the cross-section centers are perforated so that the angle of formation with the break-up holes adjacent to each other is less than 90 °. , Among the destructive forces generated by the shock waves from the discharge cartridge loaded in the second destructive holes, the destructive force acting in the inter-destructive hole direction is made larger than the destructive force acting outward in the radial direction, and The destruction surface can be destroyed first. At this time, by preliminarily covering the vertical streaks in the direction substantially perpendicular to the breaking surface at the breaking part with the edging material, the adhesion between the vertical streaks and the concrete can be significantly reduced. The destructive force acting in the compressing direction and the separating direction can be effectively operated without being hindered. Moreover, since the fracture surface is destroyed first, the destructive force acting in the other direction can be released from the already destroyed fracture surface, so that the corners of the fracture surface do not crack or chip, and It is possible to satisfactorily form a broken surface.

The invention according to claim 3 is the invention according to claim 1 or 2.
In the configuration described above, the maximum distance between the breakage holes is less than the breakable area by the discharge cartridge loaded in the breakage holes.

In the above structure, the dischargeable region of the discharge cartridge has a diameter that spreads evenly from the good electrical conductor in the circumferential direction. According to the above structure, the discharge cartridges that are loaded in the adjacent breakage holes can be discharged. By making the regions continuous, the breakage holes can be connected and broken, and it is possible to more reliably break along the breakage surface.

According to a fourth aspect of the present invention, in the invention according to any one of the first to third aspects, in the vicinity of the fracture surface of the fractured portion that is destroyed and removed, a fractured portion hoop for preventing deformation of vertical streaks at the time of fracture. The muscles are attached to the vertical muscles in advance.

According to the above construction, even if the breaking force due to the shock wave from the discharge cartridge acts on the vertical streaks, the vertical streaks can be prevented from being deformed by the breaking part hoop streaks, so that the corners around the breaking surface are cracked or cracked. It is possible to prevent the occurrence of.

According to a fifth aspect of the present invention, in the structure according to any one of the first to fourth aspects, holes for connecting cracks are formed on the fracture surface between the fracture holes. In the above structure, the cracks generated by the breaking force propagate along the low-strength portion, so even if the distance between the breaking holes (discharge cartridge) is long, holes are formed on the breaking surface between the breaking holes. By doing so, a crack can be propagated so as to connect the holes from the fracture holes, and the fracture can be favorably performed along the fracture surface.

According to a sixth aspect of the present invention, in the structure according to any of the first to fifth aspects, the concrete structure is a head of a cast-in-place concrete pile. According to the above configuration, by the discharge cartridge that constitutes the destruction device, the head of the cast-in-place concrete pile is destroyed along the destruction surface, eliminating noise in urban areas and excessive labor of workers, and Easy to handle,
The destruction work can be efficiently and accurately performed.

[0017]

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the method for destroying a concrete structure according to the present invention will be described with reference to FIGS.

The object to be destroyed here is a concrete structure. A particularly preferable example is a cast-in-place pile that is constructed on-site by the cast-in-place concrete method. This concrete pile inserts and arranges reinforcing bars in the drilled holes,
The tremie pipe is inserted into the hole and concrete is poured to construct the pile for the foundation. After the concrete is hardened, the pile head is destroyed at the predetermined fracture surface and removed.

First, a destruction apparatus used in the destruction method will be described with reference to FIGS. That is, the fracture hole 2 of the structure S
The discharge cartridge 1 which is a discharge impact destruction tool loaded in the device has, for example, a filler (a liquid such as water or oil, a jelly-like coagulant such as gelatin, or an explosive substance in some cases) 3 which is a pressure transmitting substance. Filled synthetic rubber and waterproof paper,
A cylindrical container body 4 made of a material such as plastic,
A pair of electrodes 5 penetrating the canopy 4a of the container body 4 and held in parallel with each other in the filler 3 by spacers or the like.
And a fine metal wire (for example, Cu in metal) 6 which is a good electrical conductor and is connected between the tip portions of these electrodes 5. It should be noted that, as the good electric conductor other than the thin metal wire, a small piece of metal or carbon formed in a predetermined shape is adopted.

The power supply device 11 arranged away from the object to be destroyed S has a pair of lead wires 12 connected to the electrode 5 with a discharge switch (high voltage switch) 12a interposed therebetween.
An energy supply circuit 13 for supplying electric energy to the electrode 5 via the lead wire 12 is provided, and the energy supply circuit 13 is connected between the lead wires 12 and includes a charging control circuit 13b from a DC high voltage power supply 13a. A capacitor 13c is provided for storing a large amount of electric energy via the capacitor 13c.

Energy supply circuit 1 of this power supply device 11
When a large amount of electric energy is supplied to the discharge cartridge 1 from the lead wire 3 and the discharge switch 12a from the lead wire 12 in a short time, the thin metal wire 6 is instantly melted and vaporized, and the volume expansion of the metal gas and the surrounding area thereof occur. A large shock wave is instantaneously generated due to a positive pressure cavity caused by the vaporization of the filler, and the destructive object S is destroyed in the destructible region Mf by the destructive force of the shock wave.

By the way, the image of the destructible area Mf which is destroyed by the shock wave generated from the metal thin wire 6 of the discharge cartridge 1 at the moment when the metal thin wire 6 vaporizes is as shown in FIG. An even circle is drawn in the surface direction, and an ellipse corresponding to the length of the metal thin wire 6 is drawn in the surface including the metal thin wire 6, and the three-dimensional ends thereof have a hemispherical cylindrical shape. However, due to reflection from the container body 4 and other factors, the destructible region Mf as a whole can be regarded as an end hemispherical columnar body that extends vertically outward from the surface of the discharge cartridge 1. Therefore, a plurality of destruction holes 2 for loading the discharge cartridge 2 are formed in the object to be destroyed S so that the destructible area Mf is connected, and the metal thin wire 6 of the discharge cartridge 1 from the power supply device 11 is formed.
By rapidly supplying electric energy to the metal thin wires 6 to rapidly melt and vaporize them, the destructive force is transmitted from the container body 4 to the concrete structure S through the filler 3 and destroyed. In this case, as shown in FIG. 3, if the destructible areas Mf of the adjacent discharge cartridges 1 are connected, the adjacent breakage holes 2 are continuously broken along the breakage surface Bf.

However, the shock wave emitted from the discharge cartridge 1 in the rupture hole 2 adjacent to the outer peripheral surface, which is the free surface F, spreads in the range of the destructible region Mf, and therefore the crack spreads at about 45 °, Healthy part C to be left
A chamfered crack c occurs at the peripheral corner of the fracture surface Bf of s.

This is because, for example, in the case of removing a cast-in-place pile head, a new good quality concrete is filled in the post-process to connect the pile heads. Therefore, it is preferable that the fracture surface Bf is not flat. The problem arises that the connection becomes impossible.

Therefore, the present inventors apply a large breaking force between the breaking holes 2 by the shock wave generated from the discharge cartridge 1 to break the breaking surface Bf between the breaking holes 2 in the other direction. We paid attention to the fact that it is possible to prevent damage to other parts by releasing the destructive force due to the shock wave propagating to the other part from this part.

In the first destructive construction method according to the present invention, the cross section has a square shape including an edge, a corner radius, a corner chamfer (including a rectangle whose aspect ratio is not greatly different), a circle, an ellipse, and a polygon. A pillar-shaped or beam-shaped concrete structure having a single cross-section center O1 located at a substantially equal distance from the outer surface on the cross-section is a destruction target.

That is, as shown in FIG. 4 and FIG.
Using the discharge cartridge 1, for example, a structure S1 having a circular cross section is provided along a fracture surface Mf orthogonal to the center line thereof (it may be a transverse direction inclined at a angle other than 90 ° with respect to the center line). When breaking, the outer surface Mf of the breaking surface Mf
To the center of the cross section (may be in the vicinity thereof) in the radial direction so that the formation angle θ1 with respect to the adjacent fracture holes 2 is less than 90 °, and each of these fracture holes 2 is discharged. The cartridge 1 is loaded, power is supplied, and the cartridge 1 is destroyed along the fracture surface Mf.

As shown in FIG. 6 (a), the destructive force generated by the shock wave generated from the discharge cartridge 1 can be well understood by considering its vector. That is, on the breaking surface Bf between the adjacent breaking holes 2 and 2, the breaking forces F1 and F2 due to the shock waves that spread evenly from the discharge cartridges 1 and 1 of both breaking holes 2 and 2 are radially outward. The breaking force component F3 and the breaking force component F4 between the perforations in the tangential direction toward the breaking holes 2 and 2 can be separately considered. When the shock wave that generates the breaking force F3 is transmitted outward in the radial direction, the center O of the cross section of the structure S1
It is considered that the fracture force is from 1 to the free surface F on the outer periphery, and thus cracks that spread from the fracture surface Bf to the free surface F occur. Further, the breaking component force F4 between perforations is represented by a vector in the relative direction. Normally, in a mechanical vector, vectors generated in the relative direction cancel each other out, but in a shock wave,
Wave energy accompanied by compressive force and peeling force periodically acts on the object to be destroyed S, and the breaking component force F4 is considered to be the sum of two opposing impact energies. The breaking force acts on the breaking surface Bf between the holes 2 and 2.

Therefore, in order not to destroy a portion other than the fracture surface Bf, the discharge component force F4 between the perforations is made larger than the fracture component force F3 in the radial direction.
It is sufficient to set the formation direction of the breakage hole 2 for loading.

As shown in FIG. 6A, the destructive forces F1 and F2 due to the shock wave of the discharge cartridge 1 generated at the formation angle θ1 = 90 ° between the adjacent destructive holes 2 and 2 are the thin metal wires 6
Is uniformly spread in a cylindrical shape and transmitted in a direction orthogonal to the fracture hole 2. If the destructive force F1 = F2, the destructive force component F3 in the radial direction is F3 = 2 × F1 · cos [(180−θ1)
/ 2] ... Formula, breaking component force between perforations F4 = 2 × F1 · cos
[Θ1 / 2] ... becomes the formula.

Therefore, from the equation and the equation, θ = 9
If 0 °, F3 = F4, and the breaking component force F3 in the radial direction and the breaking component force F4 between the holes become equal. For this reason, the radial component F3 of the fracture causes cracks or cracks in the corners of the outer periphery of the fracture surface Mf.

As shown in FIG. 6 (b), when θ1 <90 °, F3 <F4, the breaking force component F4 between the perforations becomes larger than the breaking force component F3 in the radial direction, and the breaking surface Bf becomes Destroyed first. Then, since the breaking component force F3 in the radial direction is released to the outside from this breaking portion, no cracks or cracks are generated at the corners of the outer circumference of the breaking surface Mf.

As shown in FIG. 6 (c), when θ1> 90 °, F3> F4, and the breaking component force F3 in the radial direction.
Becomes larger than the fracture component force F4 between the perforations, and cracks or cracks occur at the corners of the outer periphery of the fracture surface Mf.

Therefore, the formation angle θ of the breaking hole 2 is 90.
By setting the angle to be less than °, F3 <F4, the fracture surface Bf between the fracture holes 2 is favorably fractured, and the fracture component force F3 in the radial direction is obtained.
Can be leaked from the fracture surface Mf, and cracks or cracks do not occur at the corners of the outer periphery of the fracture surface Mf.

As for the structure S1 after the destruction, as shown in FIG. 5, there is no problem in the destruction portion Cs which is destroyed and removed.
When there is a sound part Bs that is left without being destroyed, it is inconvenient if the destructive force is applied to the sound part Bs. Therefore, by setting the length of the sound portion Bs to be larger than 1/2 of the destructible area Mf, the sound portion Bs is not destroyed. Destructible area M
Since f may vary depending on the destruction conditions and the like, it is preferable to secure the sound portion Bs to have a length equal to or greater than the destructible area Mf. As a result, the adjacent breakage holes 2 (discharge cartridge 1) have the shortest distance from each other, so that the breakage is performed between the breakage holes 2 and 2 first, and no cracks or cracks develop in the sound portion Bs. .

Although the structure S1 has been described with a circular cross section,
Like the structure S1a having a square cross section shown in FIG. 7 and the structure S1b having a regular hexagonal cross section shown in FIG. 8, a substantially polygonal cross section having one cross section center at substantially even positions from the outer surface or a small flatness Structures such as ellipses are similarly constructed. Of course, in the above-mentioned cross section, the corners are formed in an edge shape, but there is no problem even if it is a chamfered or rounded polygonal section. Further, in the above description, the fracture surface Bf is set along the cross section perpendicular to the center line of the structure S1, but it may be the fracture surface Bf in the transverse direction crossing the center line at a predetermined angle.

Next, the object to be destroyed has a horizontally long rectangular cross section, an elliptical cross section, an elliptical cross section having a large oblateness, etc., and is located at substantially equal distances from the outer surface on both sides in the longitudinal direction on the horizontal cross section orthogonal to the center line. Of the two cross-section centers O2 and O3 that are formed, for example, a structure S2 having an oval cross-section will be described with reference to FIG.

In the case of the structure S2 having such an oval cross section, two cross-section centers O2 and O3 are set at substantially equal distances from the outer surface on both sides of the cross-section in the longitudinal direction, and these cross sections are crossed on the fracture surface Bf. Around the outer sides of the ends of the plane centers O2 and O3, first breaking holes 2A are formed so that the forming angle is less than 90 ° with respect to the adjacent breaking holes 2A. Also,
From the outer surface between the cross-section centers O2, O3, the cross-section centers O1, O
A plurality of second breakage holes 2B are drilled, for example, at right angles to each other toward a center line (a cross-section center line) CL connecting the two. These second breaking holes 2B are formed in parallel with the adjacent breaking holes 2B so that the forming angle is 0 °, and are generated by the shock wave generated from the loaded discharge cartridges 1, 1. All destructive forces can act as a destructive force F4 between the perforations. Needless to say, the maximum distance between the discharge cartridges 1 loaded in the first breakage holes 2A and the second breakage holes 2B is within the breakable area of the discharge cartridge 1, and the adjacent second
It may have an angle of formation θ of less than 90 ° with respect to the breaking hole 2B.

That is, in the second breaking method according to the present invention, when the discharge cartridge 1 is used to break along the breaking surface Bf orthogonal to the structure S2 having a substantially oval cross section, On the fracture surface Bf, two transverse cross-section centers O1 and O2 located at both ends in the longitudinal direction on the transverse cross section and a transverse cross-section center line CL connecting these transverse cross-section centers O1 and O2 are set. And a plurality of substantially radial first fracture holes 2A directed from the outer surfaces on both sides in the longitudinal direction toward the cross-section center O1, O2 side, and a plurality of first fracture holes 2A facing the cross-section center line CL from the outer surface between the cross-section centers O1, O2. The two breaking holes 2B are punched so that the forming angles with respect to the neighboring breaking holes 2A and 2B are each less than 90 °, and the discharge cartridge 1 is loaded in each of the first breaking hole 2A and the second breaking hole 2B. Structure S2 on fracture surface Bf It is intended to destroy me. Of course, forming the voids 21 between the first breaking holes 2A and between the second breaking holes 2B is the same as in the previous breaking method.

Therefore, the structure S2 can be substantially flatly broken along the breaking surface Bf by the breaking force emitted from the discharge cartridge 1, and no cracks are generated at the corners of the breaking surface.

The same applies to the structure S2a having a rectangular cross section as shown in FIG. Next, a detailed technique common to both the objects to be destroyed S1 and S2 by the electric discharge breakdown method according to the present invention will be described.

First, the structures S1 and S2 (S1a, S1b,
(Including S2a), the distance between the fracture holes 2 increases, and for example, in the structure S1 having a circular cross section, the formation angle θ of adjacent fracture holes 2 is 60 ° and the diameter is 0.5 m. In this case, the maximum distance between the breaking holes 2 and 2 is a straight line.
It is 25 m (about 0.4 m in an arc), but if the diameter is 1 m, the maximum distance between the breaking holes 2 and 2 becomes a straight line of 0.5 m.

Therefore, as shown in FIGS. 3 and 4, the distance between the breakage holes 2 and 2 is a straight line of 0.5 m in the breakable region M.
When it is within f, at the fracture surface Bf close to the center O1 to O3 of the cross section of the structure S, the distance Lb between the fracture holes 2 and 2 is short, so that the fracture hole 2 is well connected. B
The distance La between the fracture holes 2 and 2 at f is long, and the cracks stray and connect. It is desirable that the fracture surface Mf is such that cracks do not stray in consideration of processes such as subsequent processing.

Therefore, in the present invention, FIG. 4 and FIG.
As shown in FIG. 10, the adjacent fracture holes have a destructible area Mf.
However, if the distance between the fracture holes 2 is long, in order to tear a stray crack, the cross-sectional centers O1, O2, O3 or the transverse center lines from the outer peripheral surface along the fracture surface Bf are broken between the fracture holes 2. A single or a plurality of holes 21 are formed in a substantially radial direction toward CL. Since the crack generated at the time of fracture passes through the weak portion of the structure S, it passes through this hole 21,
Even if the distance between the breakage holes 2 is long, the cracks can be guided well by the holes 21 and a good breakage surface Bf can be formed. Of course, the larger the number of the holes 21, the more planar the fracture surface Bf can be formed.

In addition, normal concrete structures S1 and S2
Has a rebar inside. As shown in FIGS. 3, 4, and 11, the concrete structure S1 (S2) will be described as a pile head of cast-in-place concrete standing upright. A plurality of longitudinal streaks R1 arranged at predetermined intervals and a circumferential hoop streak (horizontal stirrup) R2 are internally connected by a binding line, but the breaking part Bs to be broken and removed is broken. In order to easily take out the removed concrete piece, only the vertical streak R1 continuous from the sound portion Cs is provided, and normally the hoop streak is not provided. However, the discharge cartridge 1
At the time of breaking due to, the breaking force due to the shock wave is applied to the vertical streak R1 and the vertical metal R1 may be deformed and extruded to the outer peripheral side.
As a result, a crack is generated in the outer peripheral portion of the fracture surface Bf of the sound portion Cs, and the quality of the fracture surface Mf is deteriorated.

For this reason, in the present invention, the breaking portion Bs near the breaking surface Bf is internally provided with one or a plurality of breaking portion hoop muscles R3 connected to each of the vertical bars R1 via binding wires or the like. Of course, the hoop muscle R2 is also present in the sound part Cs near the fracture surface Bf. Therefore, even if the breaking force is applied to the vertical line R1 along the breaking surface Bf at the time of breaking, the hoop lines R2 and R3 prevent the vertical line R1 from being deformed, and a crack or a crack is generated at the corner of the outer circumference of the breaking surface Bf. It is possible to prevent cracks from occurring.

Further, the adhesion of the reinforcing bars R1 and R2 interposed between the structures S1 and S2 to the concrete may impede the transmission of the shock wave by the discharge cartridge 1 and the destruction of the fracture surface Bf may not progress. Therefore, in the present invention, as shown in FIG. 11, before the concrete is poured, the edging material 3 is particularly attached to the longitudinal streak R1 which is internally provided corresponding to the breaking portion Bs.
Coat 1. As a result of this edging material 31, the vertical stripe R1
The degree of adhesion between the concrete and the concrete, or facilitating the displacement of the concrete, or allowing the displacement in the direction perpendicular to the fracture surface Mf of the concrete by the air layer interposed between the vertical streak R1 and the concrete. Destruction surface B
f can be satisfactorily destroyed.

Examples of suitable edging material 31 include the following. 1. What reduces the degree of adhesion, lubricating oil such as oil or silicone, 1. 2. Easy displacement, soft plastic, synthetic rubber, wood, Those with air layer, Styrofoam, sponge,
Air Cap Sheet, Corrugated Cardboard As described above, the method of covering the vertical iron R1 perpendicular to the fracture surface Bf with the edging material 31 is difficult to apply when destroying an existing concrete structure. It can be applied to the part of the structure that has been decided to be destroyed and removed in advance, and is most suitable for the pile head of the cast-in-place pile because preparation for destruction can be made in advance.

Further, when the structures S1 and S2 are cast-in-place pile heads, the breakage holes 2, 2A and 2B and the holes 21 are drilled using a drilling device such as a drill after the concrete is hardened. A lot of work time is required as it becomes a site work where noise is generated. It is also conceivable that the piercing device may accidentally damage the vertical stripe R1. Therefore, in order to delete this punching work and shorten the working time, as shown in FIG. 11, the loading container 41 into which the discharge cartridge 1 can be inserted is destroyed by using the fixtures 51 to 53 shown in FIG. The vertical stripe R1 is fixed along the surface Bf. These loading containers 41 are formed of plastic, paper, or a wooden pipe that is easily destroyed without affecting the shock wave generated by the discharge cartridge 1, and have a cylindrical shape in which the tip of the main body 41a is closed in a hemispherical shape. An opening / closing lid 41b is attached to the base end opening. Then, similar to the breaking hole 2, the arrangement condition of these loading containers 41 is such that the forming angle with the adjacent loading containers 41 is less than 90 ° so that the opening / closing lid 41b is exposed to the outer surface of the structure after the concrete is placed. Is located in.

The fixing tool 51 shown in FIG.
a large-diameter outer ring member 51a attached to the inside or outside of the vertical stripe R1 by a wire or the like at a position close to f;
The inner and outer ring members 51b and 51a and 51b are formed of a small-diameter inner ring member 51b arranged concentrically inside the outer ring member 51a and a connecting member 51 for connecting the inner and outer ring members 51b and 51a.
The loading container 41 and the hole container 4 are provided on the upper surface or the lower surface of 1a.
2 is attached to a predetermined position by a wire or the like. The fixture 52 shown in FIG. 3A is composed of a ring plate attached to the inside or outside of the vertical stripe R1 at a position close to the breaking surface Bf, and the loading container is provided at a predetermined position on the upper surface or the lower surface of the ring plate. 41 and a hole container 42 are attached. Further, the fixing tool 53 shown in FIG.
The wire rods 53a to 53c stretched between the plurality of vertical stripes R1 at a position close to f, and the wire rods 53a to 53c.
The loading container 41 and the hole container 42 are attached to predetermined positions on the upper surface or the lower surface of c.

Then, after the concrete cast into the structures S1 and S2 has solidified, the ground is dug out and the fracture surface Bf
The outer peripheral portion of the discharge container 1 is exposed, the open / close lid 31b of the loading container 31 is opened, and the discharge cartridges 1 are loaded respectively.
Can be connected and pulled out to complete the mounting work of the discharge cartridge 1. Therefore, the break holes 2, 2A, 2
The drilling operation of B can be deleted.

When the distance between the loading containers 41 is long, a hole container 42 is provided instead of the crack connecting hole.
Like the loading container 41, these hole containers 42 are made of a material that can be easily destroyed without affecting the shock wave generated by the discharge cartridge 1, and are directly contained in the structures S1 and S2 after the concrete is hardened. Destruction work is carried out in the state.

Further, instead of the loading container 41, the discharge cartridge 1 may be directly embedded. Before the concrete is placed, the discharge cartridge 1 is fixed to the vertical streak R1 at the same position as the breakage holes 2 and 2A using the fixtures 51 to 53, and the concrete is placed to place the discharge cartridge 1 in the concrete. It is also possible to make it inherent in the structures S1, S2. The lead wire 9 connected to the discharge cartridge 1 may be led out to the upper ends of the structures S1 and S2 along the vertical stripe R1. As a result, the loading work of the discharge cartridge 1 can be eliminated, and the breaking work time can be further shortened, so that the crushing can be carried out efficiently.

[0054]

As described above, according to the first aspect of the present invention, when a concrete structure having a substantially circular cross section or a substantially polygonal cross section is broken along the breaking surface, a breaking hole for loading the discharge cartridge. Of the breaking force generated by the shock waves from the adjacent discharge cartridges in the direction of the breaking hole by piercing the breaking surface with a radial direction from the outer surface toward the center of the cross section to be less than 90 °. The breaking force between the breaking holes can be broken first by making the breaking force larger than the breaking force acting radially outward. This time,
By preliminarily coating the edging material on the vertical streaks in a direction substantially perpendicular to the breaking surface at the breaking part, the adhesion between the vertical streaks and the concrete can be significantly reduced. The destructive force acting in the separating direction can be effectively exerted without being hindered. Moreover, since the fracture surface is destroyed first, the destructive force acting in the other direction can be released from the already destroyed fracture surface, so that the corners of the fracture surface do not crack or chip, and It is possible to satisfactorily form a broken surface.

According to the second aspect of the present invention, when a concrete structure having a substantially rectangular cross section or a substantially oval cross section is destroyed along the fracture plane, the outer surface outside the center of the cross section faces the center of the cross section. A first breaking hole in the radial direction and a second breaking hole in a direction intersecting the center line of the cross section from the outer surface between the center points of the cross sections are formed such that the angle of formation between adjacent break holes is less than 90 °. However, among the destructive forces generated by the shock waves from the discharge cartridges loaded in the first and second destructive holes, the destructive force acting in the direction between the destructive holes is made larger than the destructive force acting outward in the radial direction. The fracture surface between the fracture holes can be destroyed first. At this time, by preliminarily covering the vertical streaks in the direction substantially perpendicular to the breaking surface at the breaking part with the edging material, the adhesion between the vertical streaks and the concrete can be significantly reduced. The destructive force acting in the compressing direction and the separating direction can be effectively operated without being hindered. Moreover, since the fracture surface is destroyed first, the destructive force acting in the other direction can be released from the already destroyed fracture surface, so that the corners of the fracture surface do not crack or chip, and It is possible to satisfactorily form a broken surface.

According to the third aspect of the present invention, the dischargeable area of the discharge cartridge has a diameter that spreads uniformly from the good electrical conductor in the circumferential direction. According to the above configuration, the discharges respectively loaded in the adjacent breakage holes are discharged. By making the dischargeable region of the cartridge continuous, the breaking holes can be connected and broken, and the breaking can be more reliably performed along the breaking surface.

According to the fourth aspect of the invention, even if the breaking force due to the shock wave from the discharge cartridge acts on the vertical streaks, the vertical streaks can be prevented from being deformed by the breaking part hoop streaks. It is possible to prevent cracks and cracks from occurring in the front.

In the invention according to claim 5, since the crack generated by the destructive force propagates along a portion having low strength, even if the distance between the destructive holes (discharge cartridge) is long, the cracks between the destructive holes are large. By forming holes on the fracture surface,
A crack can be propagated so as to connect the holes from the fracture holes to favorably fracture along the fracture surface.

According to the sixth aspect of the present invention, the head of the cast-in-place concrete pile is broken along the breaking surface by the discharge cartridge that constitutes the breaking device, so that noise in the city and excessive labor of the worker are caused. In addition, the destruction device can be handled easily, and the destruction work can be performed efficiently and accurately.

[Brief description of drawings]

FIG. 1 is a configuration diagram showing an embodiment of a destruction method for a concrete structure according to the present invention and showing a destruction device.

FIG. 2 is a cross-sectional view illustrating the operation of the discharge cartridge.

FIG. 3 is an explanatory diagram illustrating a state of destruction by the discharge cartridge.

FIG. 4 is a cross-sectional view showing fracture holes and holes formed in a structure having the same circular cross section.

FIG. 5 is a side view showing the breaking hole and the hole.

6A to 6C are explanatory views showing the action of the destructive force due to the shock wave of the discharge cartridge, which are different due to the difference in the formation angle of the destructive holes.

FIG. 7 is a cross-sectional view showing fracture holes and holes formed in the structure having the same square cross section.

FIG. 8 is a transverse cross-sectional view showing fracture holes and holes formed in the structure having the regular hexagonal cross section.

FIG. 9 is a cross-sectional view showing fracture holes and holes formed in a structure having the same oval cross section.

FIG. 10 is a cross-sectional view showing breakage holes and holes formed in the structure having the same rectangular cross section.

FIG. 11 is an explanatory view showing a process for a vertical streak of the same structure and a hoop streak of a breaking portion.

FIG. 12 is a view showing an arrangement of a loading container and a hole container with respect to a longitudinal line of the structure.

13A to 13C are plan views showing a fixture for mounting a loading container and a hole container.

[Explanation of symbols]

S, S1, S2 concrete structures Mf Destructible area Bf destruction surface Cs Health Department Bs destruction section O1, O2, O3 Cross section center CL cross section center line R1 vertical streak R2 hoop muscle R3 destruction part hoop muscle θ forming angle 1 discharge cartridge 2 Fracture hole 3 Filler 5 electrodes 6 thin metal wires 11 power supply 12 lead wire 13 Energy supply circuit 21 holes 31 edge cutting material 41 loading container 42 Vessel 51-53 Fixture

Continued front page    (72) Inventor Hidehiko Maehata             1-89 South Kohoku, Suminoe-ku, Osaka-shi, Osaka             Issue Hitachi Shipbuilding Co., Ltd. (72) Inventor Toshihisa Murakami             2-3-6 Edobori, Nishi-ku, Osaka-shi, Osaka Prefecture             HEC Co., Ltd. (72) Inventor Riki Imai             2-3-6 Edobori, Nishi-ku, Osaka-shi, Osaka Prefecture             HEC Co., Ltd. (72) Inventor Hideaki Kitajima             2-3-6 Edobori, Nishi-ku, Osaka-shi, Osaka Prefecture             HEC Co., Ltd. (72) Inventor Kazuaki Kanayama             2-3-6 Edobori, Nishi-ku, Osaka-shi, Osaka Prefecture             HEC Co., Ltd. F-term (reference) 2D041 AA01 BA37 DA03                 2E176 AA01 DD53

Claims (6)

[Claims] 1. When destroying a concrete structure having a substantially circular or polygonal cross section along a fracture surface by using a discharge cartridge, one of the rebars included in the concrete structure is destroyed. At least the vertical streaks contained in the fractured part to be removed are coated with the edging material in advance, and a plurality of fractured holes in a substantially radial direction from the outer surface of the fractured surface toward the center of the cross section are formed at an angle of formation with respect to adjacent fractured holes 90
The discharge cartridge is loaded in each of the destruction holes, and electric energy is supplied to the good electric conductor immersed in the filler in the discharge cartridge in a short time to rapidly melt and vaporize the good electric conductor. A method for destroying a concrete structure, characterized by causing an impact force to be generated, transmitting the impact force to the concrete structure through a filler, and destroying the concrete structure along the fracture surface. 2. When destroying a concrete structure having a substantially rectangular cross section or a substantially oval cross section along a fracture surface using a discharge cartridge, the reinforcing rods inside the concrete structure are destroyed and removed. At least the vertical stripes existing in the fractured portion are covered with an edging material in advance, and the fractured surface connects two transverse cross-section centers located at both ends in the longitudinal direction on the transverse cross-section with these transverse cross-section centers. A cross-section center line is set, and a plurality of first fracture holes in a substantially radial direction from the outer surface outside the center of the cross-section to the center of the cross-section on the fracture surface, and the cross-section center line from the outer surface between the cross-section centers A plurality of second fracture holes facing
Drilling is performed so that the formation angle with respect to the adjacent breakage holes is less than 90 °, and discharge cartridges are loaded in the first breakage holes and the second breakage holes, respectively, and the good electrical conductor immersed in the filler in the discharge cartridge is filled. Electric energy is supplied in a short time to rapidly melt and vaporize a good electrical conductor to generate an impact force, which is transmitted to the concrete structure via a filler to destroy the concrete structure along the fracture surface. A method of destroying a concrete structure, which is characterized in that 3. The method for destroying a concrete structure according to claim 1, wherein the maximum distance between the breakage holes is set to be less than the breakable area by the discharge cartridge loaded in the breakage holes. 4. A hoop reinforcement for a breaking portion, which prevents deformation of the vertical streak at the time of breaking, is attached to the vertical streak in the vicinity of the breaking surface of the breaking part to be destroyed and removed. The method for destroying a concrete structure according to any one of the above. 5. The method for destroying a concrete structure according to claim 1, wherein voids for connecting cracks are formed between the fracture holes on the fracture surface. 6. The method for destroying a concrete structure according to claim 1, wherein the concrete structure is a head of a cast-in-place concrete pile.