JP6194223B2 - Pile head processing jig and pile head processing method - Google Patents

Description

  The present invention relates to a pile head processing jig and a pile head processing method.

  Underground piles such as foundation piles may be constructed by site construction. An example of on-site creation of piles is shown in FIG. In this example, after excavating the ground 100 as shown in FIG. 7 (a) to form the hole 101, a reinforcing bar 102 is built in the hole 101 as shown in FIG. 7 (b). As shown in FIG. 3, the concrete 103 is started to be placed using a tremy pipe or the like.

  As shown in FIG. 7 (d), the concrete placed first rises with the progress of the concrete 103 placement, and becomes piled concrete 103a. Although the pile is formed by the hardening of the concrete 103, the surplus concrete 103a contains impurities such as soil that existed at the bottom of the hole 101 and cannot be formed into a structure. Therefore, it is necessary to disassemble and remove it. In this example, after excavating the ground 100 around the pile head as shown in FIG. 7 (e), the surplus concrete 103a is dismantled and removed on the ground as shown in FIG. 7 (f).

  When removing the surplus concrete 103a, the surplus concrete 103a may be crushed and removed using a crushing agent such as explosive, explosive or non-explosive crushing agent. The charge holes for charging the crushing agent are often drilled in the surplus concrete 103 a after the concrete 103 is placed.

  However, when the charge hole is post-constructed as described above, there are problems such as noise, dust, and increase in work period during drilling. In addition, depending on the position of the pile, such as in the vicinity of the mountain, there is no space for placing a drilling machine for drilling in the horizontal direction, and there are cases in which effective placement is not possible due to limited placement of the charge holes. For this reason, there is an example in which a charging tube or the like is attached in advance to a reinforcing bar rod and this is used as a charging hole.

  For example, Patent Document 1 describes a method in which a dynamite loading pipe is installed in advance in a surplus concrete portion, then concrete is placed, and the dynamite loading pipe is loaded with dynamite to explode the surplus concrete.

  Moreover, in patent document 2, after setting up the pipe for destruction in advance at the boundary part of extra-concrete concrete and the concrete under it, concrete is laid, and after that, the explosive substance is filled into the pipe for destruction, and this is used for concrete. Describes a method of generating cracks.

  In patent document 3, after installing the crushing auxiliary board which attached the container containing a static crushing agent to the part used as the interface between extra-story concrete and the concrete under it, concrete is cast and static crushing agent is used. A method for generating cracks in concrete by hydration and expansion is described.

Japanese Patent Laid-Open No. 56-052269 JP 58-204216 A JP 2001-131964 A

  However, in the methods of Patent Documents 1 to 3, there are problems that it is troublesome to arrange the charging tubes and the like at appropriate positions, and that a jig used for the arrangement of the charging tubes and the like hinders the placement of concrete. there were.

  The present invention has been made in view of the above-described problems, and an object thereof is to provide a pile head processing jig or the like that can suitably form a charge hole or the like.

1st invention for achieving the object mentioned above is a pile head processing jig used in order to dismantle the surplus concrete at the time of field construction of a pile, and the upper member for attaching to the reinforcing bar of the pile, A lower member for connecting a horizontal pipe body connected to the upper member and configured by a wire, and the upper member includes a plurality of ring members arranged concentrically, The ring member is attached to a rod member arranged radially outward from the innermost ring member, and the position of the rod member corresponds to the circumferential position of the tubular body in the horizontal direction. It is a pile head processing jig.

By using the pile head processing jig of the first invention to pre-install a tube that functions as a charge hole, etc., noise and dust during drilling when the charge hole is post-installed, increase in construction period This problem is solved, and even if the space around the pile is narrow, it is possible to arrange the charge holes and the like effectively. In the first invention, the pipe of the lower member can be arranged and fixed at an appropriate position simply by attaching the upper member to an appropriate level such as a reinforcing bar, so that the work efficiency is high. Moreover, since a wire is used for the lower member, the flow of the concrete is not hindered when the concrete is placed. In addition, the position of the horizontal pipe embedded in the concrete with the upper member as a mark after placing the concrete is made possible by identifying the position corresponding to the horizontal pipe by the bar of the upper member. Easily grasp and charge concrete to charge.

It is desirable that a vertical tube is attached between the upper member and the lower member.
Thereby, simultaneously with the horizontal direction charge hole etc., the vertical direction charge hole etc. can be formed efficiently. Further, the lower member can be fixed to the upper member at an appropriate interval by the vertical tube.

A second invention is a pile head processing method for dismantling surplus concrete at the time of on-site construction of a pile, wherein an upper member and a horizontal tubular body connected to the upper member and configured by a wire are attached. A step (a) of placing concrete in a state in which the upper member of the pile head processing jig is attached to a reinforcing bar of the pile, and a horizontal member. And (b) separating the surplus concrete from the lower concrete using a crushing agent or hole expanding means inserted into the pipe body, and the upper member is made up of a plurality of ring members arranged concentrically. The plurality of ring members are attached to rods arranged radially outward from the innermost ring member, and the positions of the rod members correspond to the circumferential positions of the tubular body in the horizontal direction. Pile head treatment characterized by It is the law.

A vertical pipe body is attached between the upper member and the lower member, and in the step (b), the surplus parts separated by using a crushing agent or hole expanding means inserted into the vertical pipe body. It is desirable to split the concrete.
Also, the pre-Symbol step (a), the by Da設concrete so that the upper member is exposed, said in step (b), the outer peripheral surface of the concrete, removing the portion corresponding to the peripheral position Is also desirable.
Furthermore, it is also desirable that the horizontal end of the tubular body is filled with a filling, and the filling is removed in the step (b).

  According to the present invention, it is possible to provide a pile head processing jig or the like that can suitably form charge holes and the like.

The figure which shows the pile head processing jig 10 Diagram showing upper ring 1 The figure which shows the lower ring 9 The figure which shows the state which attached the pile head processing jig 10 to the reinforcing bar rod 33 The figure which shows the outer edge part vicinity of the horizontal charge pipe 23 The figure which shows the dismantling of surplus concrete 45 Diagram explaining the procedure for site creation of piles

  Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings.

(1. Pile head processing jig 10)
FIG. 1 shows a pile head processing jig 10 according to an embodiment of the present invention. This pile head processing jig 10 is used for dismantling surplus concrete using a crushing agent at the time of construction of a site-built pile, and is attached to the above-mentioned reinforcing bar rod with a charge pipe (tube body) attached. It is intended for installation and pre-installation of charge tubes.

  As shown in FIG. 1, the pile head processing jig 10 includes an upper ring 1 (upper member) and a lower ring 9 (lower member).

  Between the upper ring 1 and the lower ring 9, a plurality of vertical charging tubes 21 (hereinafter referred to as vertical charging tubes 21) are attached along the circumferential direction and the radial direction of both rings. Rings 9 are connected to the upper ring 1 at predetermined intervals.

  A plurality of horizontal charging tubes 23 (hereinafter referred to as horizontal charging tubes 23) are attached to the lower ring 9 along the circumferential direction. Each horizontal charging tube 23 is attached radially from the center of the plane of the lower ring 9 toward the outside.

  The arrangement and shape of the vertical charging tube 21 and the horizontal charging tube 23 are fixed by the upper ring 1 and the lower ring 9. In addition, arrangement | positioning, the number, and length of each charge pipe are designed in consideration of the pile diameter and the height of the surplus concrete.

  FIG. 2 is a view showing the upper ring 1. As shown in the figure, the upper ring 1 is made of a wire and has three ring members 3 arranged concentrically. The size and number of the ring members 3 are determined according to the pile diameter and the like. Each ring member 3 is attached to and integrated with a plurality of rod members 5 arranged radially from the innermost ring member 3. The ring member 3 and the rod member 5 are made of a member having rigidity such as a reinforcing bar, for example.

  FIG. 3 is a view showing the lower ring 9. As shown in the figure, the lower ring 9 is made of a wire and has three ring members 11 arranged in a concentric polygonal shape. The size and number of the ring materials 11 are determined according to the pile diameter and the like, as with the ring material 3. The ring material 11 is a member that has a certain degree of rigidity, such as a PVC pipe, and is easily deformed or destroyed when the crushing agent is blasted and does not hinder the crushing of the concrete. However, other materials may be used depending on the pile diameter and amount of charge.

  The ring member 11 is provided with an attachment 13 for attaching the horizontal charging tube 23 and an attachment 15 for attaching the vertical charging tube 21. The fixtures 13 and 15 are provided at predetermined intervals in the circumferential direction of the ring material 11, respectively.

  The horizontal charge tube 23 is attached to the lower ring 9 using the fixture 13 as described above, and is disposed in the horizontal direction. The circumferential position of the horizontal charging tube 23 corresponds to the circumferential position of the bar 5 of the upper ring 1. That is, the circumferential position corresponding to the horizontal charging tube 23 can be identified by the bar 5 of the upper ring 1.

  The vertical charging tube 21 is arranged in the vertical direction as described above, with the upper part attached to the upper ring 1 using a number line or the like and the lower part attached to the fixture 15 of the lower ring 9.

  In the present embodiment, PVC pipes are used for the vertical charging pipe 21 and the horizontal charging pipe 23. Moreover, although the spiral pipe | tube which has a helical protrusion part on an outer peripheral surface is used for a vinyl chloride pipe | tube, it is not restricted to this.

(2. Pile head processing method)
In the present embodiment, piles are constructed in the same manner as in the method described with reference to FIG. 7, but in order to disassemble the surplus concrete, the vertical charge pipe 21 and the horizontal charge pipe 23 are connected as shown in FIG. Concrete is placed in a state where the attached pile head processing jig 10 is attached to the reinforcing bar. The pile head processing jig 10 may be attached in advance at the time of temporary placement before the reinforcing bar is installed, or may be attached before the concrete is placed after the reinforcing bar is installed.

  FIG. 4 is a view showing a state in which the pile head processing jig 10 is attached to the reinforcing bar bar 33, and shows a state where the reinforcing bar bar 33 is built in the hole 30 excavated in the ground.

  The pile head processing jig 10 is arranged by attaching the upper ring 1 to the upper end portion of the main bar 35 of the reinforcing bar rod 33. At this time, the horizontal charge pipe 23 is disposed at the boundary between the surplus concrete described later and the structure concrete below, and the upper ring 1 and the upper end of the vertical charge pipe 21 are exposed from the upper surface of the surplus concrete. The attachment is performed as follows. The pile head processing jig 10 may be attached by fixing the upper ring 1 to the main bar 35 with a wire or the like, or creating a hairpin (not shown) with a single pipe or the like and attaching it to the main bar 35, and hooking the upper ring 1 on the hairpin. .

  Further, the outer end of the bar 5 of the upper ring 1 and the outer end of the horizontal charge tube 23 fixed to the lower ring 9 are located slightly inside the inner peripheral surface (the outer peripheral surface of the pile) of the hole 30. To do.

  Further, as shown in FIG. 5, the outer end portion of the horizontal charging tube 23 is filled with a filling 27 to prevent the inflow of concrete when placing concrete. The upper end of the vertical charging tube 21 is also filled with the same filling so as to prevent clogging due to intrusion of earth and sand.

  The concrete is placed by using the hole 7 of the innermost ring member 3 of the upper ring 1 and the hole 8 of the innermost ring member 11 of the lower ring 9 as a guide, and inserting a tremey pipe into these holes. . Since the upper ring 1 is formed of a rigid member, the shape of the upper ring 1 can be maintained even when the tip of the tremy tube moves and collides.

  After the concrete is hardened, the ground around the pile head is excavated so that the portion of the extra-concrete is exposed to the ground surface in the same manner as described above, and the state shown in FIG.

  And the position in the circumferential direction of the horizontal charge pipe 23 is grasped by using the position of the bar 5 of the upper ring 1 as a guide, and the position corresponding to the circumferential position at the boundary between the surplus concrete 45 and the structural concrete 43 The concrete is removed and the outer end of the horizontal charge tube 23 is exposed. Next, the filling 27 shown in FIG. 5 is removed from the outer end of the horizontal charge tube 23 and removed, and a crushing agent is inserted into the horizontal charge tube 23 to charge. In addition, the vertical charge tube 21 is charged by removing the filling at the upper end and inserting a crushing agent therein.

  The crushing agent is a high-energy substance such as explosive, explosive, or non-explosive crushing agent, which generates an explosion shock wave or gas pressure by ignition (detonation), thereby crushing the object. Explosive shock waves are generated in the case of explosives, and gas pressure is generated when explosives and non-explosive crushing agents are used.

  After the charging agent is charged to each charging tube as described above, the surplus concrete 45 is disassembled by blasting. Here, the crushed agent in the horizontal charge tube 23 is first blasted, and then the crushed agent in the vertical charge tube 21 is blasted. The crushing agent in the vertical charging tube 21 blasts in order from the outer one to the inner one.

  As shown in FIG. 6 (b), the surplus concrete 45 is divided up and down from the lower structure concrete 43 by the blasting of the crushing agent in the horizontal charge pipe 23. Since the lower ring 9 works as a cross-sectional defect at the boundary between the surplus concrete 45 and the structural concrete 43, it also plays a role of inducing cracks during blasting.

  Moreover, the surplus concrete 45 is divided | segmented into a some small piece by blasting of the crushing agent of the vertical charge pipe 21 as shown in FIG.6 (c). In this way, after the surplus concrete 45 is divided from the structural concrete 43 and divided into a plurality of small pieces, the pile head processing jig 10 is removed as shown in FIG. 6 (d), and the small pieces of concrete are removed.

  In addition, in this embodiment, since it has a helical protrusion part in the outer peripheral surface of each charge pipe, the protrusion part of the charge pipe embedded in concrete works as a wedge, and the crushing effect by a crushing agent increases.

  Thus, in this embodiment, the noise and dust at the time of drilling in the case of post-installing the charge hole by pre-installing the vertical charge pipe 21 and the horizontal charge pipe 23 functioning as the charge holes, The problem of increase in work period is solved, and effective placement of charge holes is possible even if the space around the pile is narrow. Moreover, since the crushing agent should be charged at the time of blasting and does not need to be charged in advance, there is no fear of unexploding due to flooding or misexploitation due to stray current from lightning. It is also possible to appropriately change the amount of charge according to the shape of the pile.

  Further, the pile head processing jig 10 of the present embodiment is such that the upper ring 1 and the lower ring 9 are connected at an appropriate interval by the vertical charge pipe 21, and the upper ring 1 is simply attached to an appropriate level such as a reinforcing bar rod 33 or the like. Since the horizontal charge pipe 23 of the lower ring 9 can be arranged and fixed at an appropriate position at the boundary between the surplus concrete 45 and the structural concrete 43, the working efficiency is also high. Moreover, since a wire is used for the lower ring 9, the flow of the concrete is not hindered when the concrete is placed.

  In this embodiment, blasting is performed by charging a crushing agent in each charging tube after placing concrete. In the pile head processing jig 10, the circumferential position of the bar 5 of the upper ring 1 corresponds to the circumferential position of the horizontal charge tube 23 attached to the lower ring 9 and can be identified. Accordingly, it is possible to easily grasp the circumferential position of the horizontal charging pipe 23 embedded in the concrete with the bar 5 as a guide, and remove the concrete at the circumferential position by removing the outer end portion of the horizontal charging pipe 23. It can be exposed, and it does not take time to search for the horizontal charging tube 23 during charging.

  However, the present invention is not limited to this. For example, in this embodiment, the circumferential position corresponding to the horizontal charging tube 23 can be identified by the bar 5 of the upper ring 1, but not limited to this, a mark that can be visually recognized at the circumferential position of the upper ring 1. May be formed. Furthermore, the method for attaching the vertical charging pipe 21 and the horizontal charging pipe 23 to the pile head processing jig 10 is not limited to that described in the present embodiment.

  Moreover, although the pile head processing jig | tool 10 comprised the above-mentioned upper ring 1 and the lower ring 9, if the shape had an upper member attached to the reinforcing bar rod 33 etc., and a lower member comprised with a wire rod This is not a limitation. However, by using the upper ring 1 and the lower ring 9 configured by the ring materials 3 and 11 as in the present embodiment, there is an advantage that it is easy to confirm the concrete placement condition.

  Furthermore, although the example which disassembles the surplus concrete 45 with a crushing agent was shown in this embodiment, it is not restricted to this, It is also possible to dismantle the surplus concrete 45 with a hydraulic crusher (hole expansion means). It is. The hydraulic crusher, for example, generates cracks in concrete by inserting a wedge liner at the tip into an insertion hole provided in the concrete and expanding it. In this case, instead of the vertical charging pipe 21 and the horizontal charging pipe 23, a pipe body having an appropriate diameter and length into which a wedge liner can be inserted and functioning as the insertion hole is processed as a pile head. Attach to the jig 10. And after placing concrete like the above, the wedge liner of the hydraulic crusher inserted in the horizontal pipe body is expanded up and down, and the extra concrete 45 is divided from the structural concrete 43, and the vertical pipe body The extra-concrete concrete 45 can be divided by expanding the wedge liner of the hydraulic crusher inserted into the side.

  As mentioned above, although embodiment of this invention was described referring an accompanying drawing, the technical scope of this invention is not influenced by embodiment mentioned above. It is obvious for those skilled in the art that various modifications or modifications can be conceived within the scope of the technical idea described in the claims, and these are naturally within the technical scope of the present invention. It is understood that it belongs.

1 ......... Upper ring 3, 11 ......... Ring material 5 ......... Bar 9 ......... Lower ring 10 ......... Pile head processing jig 21 ......... Vertical charging tube 23 ......... Horizontal charging Pipe 27 ……… Filling 30 ……… Hole 33 ……… Reinforcing bar 35 ……… Main reinforcement 43 ……… Structural concrete 45 ……… Surfaced concrete

Claims (6)

A pile head processing jig used to dismantle surplus concrete when building piles on-site,
An upper member for attaching to the reinforcing bar of the pile;
A lower member connected to the upper member and configured by a wire, for attaching a horizontal tubular body;
Comprising
The upper member is composed of a plurality of ring materials arranged concentrically,
The plurality of ring members are attached to rods arranged radially outward from the innermost ring member,
The pile head processing jig , wherein the position of the bar corresponds to the circumferential position of the tubular body in the horizontal direction .   The pile head processing jig according to claim 1, wherein a pipe body in a vertical direction is attached between the upper member and the lower member. A pile head treatment method that dismantles surplus concrete when building a pile,
An upper member;
A lower member connected to the upper member and composed of a wire, and attached with a horizontal pipe;
Using a pile head processing jig comprising
Placing the concrete with the upper member of the pile head processing jig attached to the reinforcing bar of the pile (a);
A step (b) of dividing the surplus concrete from the lower concrete using a crushing agent or a hole expanding means inserted into the pipe body in the horizontal direction;
Equipped with,
The upper member is composed of a plurality of ring materials arranged concentrically,
The plurality of ring members are attached to rods arranged radially outward from the innermost ring member,
The pile head processing method , wherein the position of the bar corresponds to the circumferential position of the tubular body in the horizontal direction . A vertical tube is attached between the upper member and the lower member,
The pile head according to claim 3 , wherein in the step (b), the divided concrete is divided using a crushing agent or a hole expanding means inserted into the pipe body in the vertical direction. Processing method. In the previous SL step (a), the by Da設concrete so that the upper member is exposed,
The pile head processing method according to claim 3 or 4 , wherein in the step (b), a portion of the outer peripheral surface of the concrete corresponding to the circumferential position is removed. The outer end of the tubular body in the horizontal direction is filled with filling,
Wherein in step (b), pile head processing method according to any one of claims 3 to 5, characterized in that the removal of the filler.

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