JP2005307583A - Seal member for preventing outflow of grout between pile and sleeve - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a seal member for preventing the outflow of grout between a pile and a sleeve, which can bear high grout pressure, and which enables the setting of a large difference in diameter between the pile and the sleeve. <P>SOLUTION: A seal material 11, which is equipped with a seal part 11B elastically deformed so as to permit the penetration of the pile 2, is provided on the inner periphery of a short cylinder-shaped base ring 12 for being fitted into a jacket 1, and a reinforcing hanging material 13 is provided in such a manner as to be connected to the upside, with respect to the seal material 11, of the base ring 12, and the inner peripheral side of the seal material 11 to each other. <P>COPYRIGHT: (C)2006,JPO&NCIPI

Description

  The present invention relates to a pile placed in the ground used as a foundation structure of a structure such as a pier, a quay, a breakwater, a breakwater, an artificial ground or an abutment, and a structure extrapolated to the pile. The present invention relates to a sealing member for preventing a grout from flowing out to the outside from a lower end portion of a sheath pipe in a construction method in which a sheath pipe forming a part is integrally coupled and fixed by a grout filled between the sheath pipe and a pile.

  For example, in one of the construction methods for building structures such as piers, quay walls, breakwaters, breakwaters, artificial grounds and abutments, a steel pipe or a concrete pipe or the like that forms part of the structure is inserted between the sheaths. There are piles (jacket method, etc.) that are based on the piles that have been placed in the ground and joined together by a grout filled in the gap between them. In this construction method, a sealing member as disclosed in Patent Documents 1 and 2 is provided on the inner periphery of the lower end portion of the sheath tube in order to prevent the filled grout from flowing out from the lower end portion of the sheath tube.

This seal member is formed of an elastic body such as rubber and is attached to the inner periphery of the sheath tube, elastically deforms to allow the pile to be inserted, and its tip is pressed against the outer surface of the pile by its elastic return force. It is designed to seal between the pipe and the pile.
Japanese Patent No. 29626666 Japanese Patent Publication No. 7-18156

  By the way, the foundation structure as described above is usually piled by inserting a pile into the sheath pipe of the structure located at the construction site, and then injecting grout into the gap between the pile and the sheath pipe. It is constructed in the process of bonding and fixing the sheath tube. In other words, the pile is inserted into the sheath pipe placed in a predetermined position from the top and driven into the ground. Therefore, the pile can be positioned with a relatively high accuracy with respect to the inside of the sheath pipe. The difference in the diameter of the pile and the allowable displacement of the sealing material are also set based on the installation error of the pile.

  Here, for example, when reconstructing a structure, contrary to the construction process described above, an existing pile (or a pile placed in advance) is extrapolated with a sheath pipe that is combined with the structure, and is grouted. A construction process to be fixed may be required. In such a construction process, since the sheath pipe is extrapolated to the pile whose position accuracy is uncertain, there is a demand for setting the difference in diameter between the pile and the sheath pipe as large as possible. However, increasing the difference between the diameter of the pile and the sheath pipe inevitably increases the amount of grouting and increases the pressure (grouting pressure). As a result, the sealing material cannot withstand the grouting pressure and causes the grouting to flow out. There is a problem of being invited.

  The present invention has been made in view of the above problems, and is capable of withstanding a high grout pressure and capable of setting a large difference in diameter between the pile and the sheath pipe. The purpose is to provide.

  The seal member for preventing grouting outflow between the pile and the sheath pipe according to claim 1 of the present invention that achieves the above object includes a pile placed on the ground and a sheath pipe that is extrapolated to the pile. In the foundation structure that is connected and fixed by the grout filled in the gap, it is interposed between the outer peripheral surface of the pile and the inner peripheral surface of the sheath tube to prevent the grout from flowing out, and fits into the sheath tube On the inner periphery of the short cylindrical fitting and fixing member, a flat plate-shaped sealing material that is elastically deformed to allow the penetration of the pile is provided, and the upper side of the sealing material of the fitting and fixing member and the sealing material A reinforcing support member that connects the inner peripheral side is provided.

  The sealing member configured in this manner is fixed in the sheath tube through the fitting fixing member, and the sealing material is pressed against the outer surface of the pile penetrating the sealing material with its elastic restoring force and filled on the upper side thereof. Prevent grout spills. The reinforcing support member supports the sealing material on which the grout pressure acts to prevent the drooping.

  Further, the invention according to claim 2 is directed to a foundation structure in which a pile placed on the ground and a sheath pipe positioned extrapolated on the pile are coupled and fixed by a grout filled in a gap between the two piles. It is interposed between the outer peripheral surface of the outer tube and the inner peripheral surface of the sheath tube to prevent the outflow of the grout, and is attached to the sheath tube on the outer peripheral portion with a flat plate ring that allows elastic penetration and penetration of the pile. And a reinforcing support member having one end fixed to the upper surface on the inner peripheral side of the seal material and having a coupling portion with a sheath tube at the other end.

  The sealing material of this configuration is attached to the inner peripheral surface of the sheath tube at the mounting portion, and the reinforcing support member is coupled to the inner peripheral surface of the sheath tube at the coupling portion to connect the sealing material and the sheath tube. The sealing material is pressed against the outer surface of the pile penetrating the sealing material with its elastic restoring force to prevent the grout filled on the upper side from flowing out. The reinforcing support member supports the sealing material on which the grout pressure acts to prevent the drooping.

  According to the sealing member for preventing grout outflow between the pile and the sheath pipe of the invention according to claim 1, the pile penetrates by elastically deforming the inner periphery of the short cylindrical fitting fixing member fitted into the sheath pipe. And a reinforcing support member that connects an upper side of the fitting fixing member with respect to the sealing member and an inner peripheral side of the sealing member. As a result, the sealing material comes into pressure contact with the outer surface of the pile and prevents the grout filled on the upper side from flowing out, and the reinforcing support member prevents the seal portion from dripping due to the grout pressure and maintains the sealed state. For this reason, it can endure a large grout pressure, and the difference between the diameters of the pile and the sheath tube can be set large.

  According to the sealing member for preventing grout outflow between the pile and the sheath pipe of the invention according to claim 2, it is a flat plate ring that is elastically deformed and allows the penetration of the pile, and has a mounting portion to the sheath pipe on the outer peripheral portion. And a reinforcing support member having one end fixed to the upper surface on the inner peripheral side of the sealing material and having a coupling portion with the sheath tube at the other end. The installed sealing material is pressed against the outer surface of the pile to prevent the grout filled on the upper side from flowing out, and the reinforcing support member joined to the inner surface of the sheath tube at the joint is dripping down of the seal due to the grout pressure. To maintain the sealed state. For this reason, it can endure a large grout pressure, and the difference between the diameters of the pile and the sheath tube can be set large.

The best mode for carrying out the present invention will be described below with reference to the accompanying drawings.
1A and 1B show a configuration example of a grout outflow prevention seal member between a pile and a sheath pipe in the invention according to claim 1, wherein FIG. 1A is an overall sectional view and FIG.

  As shown in FIG. 1 (B), the illustrated seal member 10 has a seal member 11 formed of an elastic material such as synthetic rubber or natural rubber, and is fitted with a thin short cylindrical shape having an outer diameter corresponding to the inner diameter of the jacket 1. It is configured to be fixed to the inner peripheral surface of the base ring 12 as a joint fixing member, and is an annular shape having a sealing material 11 inside the base ring 12 and is fitted to the inner periphery of the lower end of the jacket 1 as a sheath tube. The lower side of the grout that is fixed, elastically deforms and allows the pile 2 to penetrate, presses against the outer surface of the pile 2 with its restoring force, and fills the gap between the upper jacket 1 and the outer surface of the pile To prevent leakage. In the figure, 1A is a guide plate for defining the position of the pile 2, and a plurality of guide plates are arranged at predetermined intervals in the circumferential direction.

  The sealing material 11 has a thin-walled annular seal portion 11B protruding inward at a right angle on the lower edge of a short cylindrical fixing portion 11A having an outer diameter that matches the inner diameter of the base ring 12, and has an L-shaped cross section. The outer peripheral surface of the fixed portion 11A is baked and bonded to the inner peripheral surface of the base ring 12.

  The inner diameter of the seal portion 11B is smaller than the outer diameter of the pile 2 by a predetermined amount, and elastically deforms to allow the pile 2 to pass therethrough so as to perform a sealing action. Is set.

  Further, a reinforcing suspension member 13 as a reinforcing support member is stretched over the entire circumference between the sealing portion 11B of the sealing member 11 and the upper side of the mounting portion of the sealing member 11 of the base ring 12.

  The reinforcing suspension 13 is formed in an annular shape by a thin rubber plate in which reinforcing fibers are embedded, and the inner peripheral edge is bonded to the upper surface of the seal portion 11B of the sealing material 11 with a predetermined width, and the outer peripheral edge is the sealing material 11. It is bonded to the base ring 12 with a predetermined width via an oblique upper edge of the fixing portion 11A, and is stretched without slack at an angle of approximately 45 °. A portion of the upper surface of the sealing portion 11B of the sealing material 11 to which the reinforcing suspension material 13 is bonded is provided with a triangular abutting member 11C at an extending angle of the reinforcing suspension material 13 so that the bonding allowance of the reinforcing suspension material 13 is increased. While expanding, it guides the installation angle.

  As described above, the seal member 10 configured in this manner is fitted with the base ring 12 on the inner periphery of the jacket 1 and inserted into a predetermined position of the jacket 1, and the upper edge is spot welded to the inner periphery of the jacket 1 in some places. At the same time, the lower edge is welded all around and fixed.

  The jacket 1 to which the seal member 10 is mounted and fixed is extrapolated so as to cover the pile 2 erected at the construction site. As a result, the sealing material 10 fixed to the jacket 1 has the seal portion 11B of the sealing material 11 bent upward by the pile 2 as shown in FIG. 2 is pressed against the outer surface, thereby preventing leakage of the grout filled in the gap between the upper jacket 1 and the pile 2 in a later process. The reinforcing suspension 13 supports the seal portion 11B of the seal material 11 and prevents it from being deformed downward from the horizontal state, so that the seal portion 11B can be squeezed downward even when a large grout pressure is applied. No, sealing performance can be maintained. For this reason, it becomes possible to set the gap | interval of the jacket 1 and the pile 2 widely, and the position accuracy of the jacket 1 at the time of construction can be eased, and work can be facilitated.

  The present invention is not limited to this configuration example, and the configuration and the like of the reinforcing suspension can be appropriately changed.

  3A and 3B show another configuration example of the present invention, in which FIG. 3A is an enlarged sectional view and FIG. 3B is a partial perspective view. In the figure, parts having the same functions as those of the above-described configuration example are denoted by the same reference numerals and description thereof is omitted.

  This sealing member 10 ′ has a band-shaped reinforcing suspension band 14 having a predetermined width as a reinforcing support member, instead of the reinforcing suspension member 13 in the above-described configuration example, and a sealing portion 11 B of the sealing material 11 and a sealing material of the base ring 12 A plurality of cables are stretched at a predetermined interval in the circumferential direction by connecting to the upper side of the mounting part.

  The reinforcing suspension band 14 is formed in a band shape with a predetermined width by a thin rubber plate in which reinforcing fibers are embedded as in the above-described configuration example, and one end thereof is bonded to the upper surface of the seal portion 11B of the sealing material 11 with a predetermined width. At the same time, the other end is bonded to the base ring 12 with a predetermined width and is stretched without slack at an angle of approximately 45 °. In the same manner as in the above-described configuration example, a triangular abutting member 11C is provided at a position where the reinforcing suspension band 14 is stretched at a portion where the reinforcing suspension band 14 on the upper surface of the seal portion 11B of the sealing material 11 is bonded. A similar pad 12A is also provided at a portion where the reinforcing suspension band 14 is bonded.

  Also with this configuration, the reinforcing suspension band 14 supports the seal portion 11B of the sealing material 11 to prevent the downward sag and maintain high sealing performance against high grouting pressure.

  FIG. 4 shows one structural example of a sealing member for preventing grouting outflow between a pile and a sheath pipe in the invention according to claim 2, (A) is an enlarged cross-sectional view of a state in which the seal member is mounted on the sheath pipe, It is a fragmentary perspective view.

  The illustrated sealing member 20 is configured by bonding and fixing a plurality of reinforcing suspension bands 22 as reinforcing support members at one end to an upper surface of an annular sealing material 21.

  The sealing material 21 is formed in a thin circular plate shape by an elastic material such as synthetic rubber or natural rubber, and the inner diameter thereof is smaller than the outer diameter of the pile 2 by a predetermined amount. While acting, it is set so that it can be sealed by a predetermined amount of eccentricity of the pile 2. A guide portion 21A having a triangular cross-sectional shape protrudes from a portion where the reinforcing suspension band 22 is mounted, so that the bonding margin of the reinforcing suspension 13 is enlarged and the installation angle thereof is guided. Moreover, the outer periphery becomes the mounting part 21B to the inner periphery of the jacket 1 as a sheath tube.

  The reinforcing suspending band 22 is formed in a band shape having a predetermined width and a predetermined length by a thin rubber plate in which reinforcing fibers are embedded, and is bonded to the upper surface of the sealing material 21 with a predetermined width at the tip, and the other end is the jacket 1. It becomes the coupling | bond part 22A to the inner periphery.

  The sealing member 20 having this configuration is pressed and fixed via a pressing plate 32 by a bolt 31 that communicates both of the mounting portion on the outer periphery of the sealing material 21 to a support ring 1B that protrudes from the inner periphery of the jacket 1, Similarly, the coupling portion of the reinforcing suspension band 22 is pressed and fixed to the coupling ring 1 </ b> C projecting from the inner periphery of the jacket 1 by a bolt 33 that communicates both, and is attached to the jacket 1. And the outer surface of the pile 2 in which the sealing material 21 was inserted is press-contacted by the elastic return force, and leakage of grout filled in the gap between the upper jacket 1 and the pile 2 is prevented. Further, the reinforcing suspension band 22 supports the sealing material 21 to prevent the downward sag. In this configuration, since the reinforcing suspension band 22 is directly and firmly fixed to the jacket 1, it is possible to maintain a high sealing performance against a higher grout pressure.

The structural example of the sealing member for the grout outflow prevention between the pile and sheath tube in the invention which concerns on Claim 1 is shown, (A) is whole sectional drawing, (B) is the B section enlarged view. It is an expanded sectional perspective view which shows a sealing action state. Other structural examples are shown, (A) is an enlarged cross-sectional view, and (B) is a partial perspective view. The structural example of the sealing member for the grout outflow prevention between the pile and sheath tube in the invention which concerns on Claim 2 is shown, (A) is an expanded sectional view, (B) is a fragmentary perspective view.

Explanation of symbols

1 Jacket (sheath tube)
2 Pile 10, 10 'Seal member 11 Seal material 11' Seal material (seal part)
11B Seal part 12 Base ring (fitting fixing member)
13 Reinforced suspension material (reinforcing support member)
14 Reinforcement suspension band (Reinforcement support member)
20 Sealing member 21 Sealing material 22 Reinforcing suspension band (reinforcing support member)

Claims (2)

In a basic structure in which a pile placed on the ground and a sheath pipe that is extrapolated to the pile are joined and fixed by a grout filled in the gap between the two, the outer peripheral face of the pile and the inner peripheral face of the sheath pipe And prevent the outflow of grout,
A flat annular sealing material that elastically deforms to allow the penetration of the pile is provided on the inner periphery of a short cylindrical fitting fixing member that fits in the sheath tube, and the sealing material of the fitting fixing member A grouting outflow prevention sealing member between a pile and a sheath pipe, comprising a reinforcing support member that connects an upper side of the arrangement portion and an inner peripheral side of the sealing material. In a basic structure in which a pile placed on the ground and a sheath pipe that is extrapolated to the pile are joined and fixed by a grout filled in the gap between the two, the outer peripheral face of the pile and the inner peripheral face of the sheath pipe And prevent the outflow of grout,
A sealing material having a mounting part to the sheath tube on the outer peripheral part in a flat plate ring that allows elastic deformation and penetration of the pile;
A grouting outflow between the pile and the sheath tube, comprising: a reinforcing support member having one end fixed to the inner peripheral upper surface of the sealing material and the other end having a coupling portion with the sheath tube. Seal member for prevention.

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