JP2009287390A - Pile head junction structure - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide a pile head junction structure capable of reducing the value of a maximum bending moment transmitted from a foundation pile to a building foundation section and capable of suppressing the fluctuation of a degree (a rotational rigidity) capable of absorbing a bending moment. <P>SOLUTION: The pile head junction structure has a bending moment absorbing means composed of an upper junction member 20 being fitted between the building foundation section 26 and the foundation pile 54 and having a spherical surface 20a absorbing the bending moment and a lower junction member 18 with the spherical surface 18a slidably brought into contact with the upper junction member 20 and anchor bolts 30 suppressing the fluctuation of the degree capable of absorbing the bending moment. The upper end sections of the anchor bolts 30 are engaged with the upper junction member 20, and the lower end sections of the anchor bolts 30 are penetrated to a plate 56 and engaged with washers 62 while belleville springs 64 are fitted among the lower end sections and the washers 62. The peripheral sections of openings 22 formed among a peripheral section on the outside of the bending moment absorbing means and the anchor bolts are sealed by sealing members 24. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

  The present invention relates to a pile head joint structure provided between a building foundation provided under a building structure and a pile head of a foundation pile buried in the ground.

  Conventionally, as such a pile head joint structure, there is a structure in which the building foundation and the pile head of the foundation pile are simply connected by mechanical fixing means. In this case, as shown in FIG. It has been found that the pile head is most easily damaged by the maximum bending moment M1 acting on the head.

  For this reason, in a conventional pile head joint structure, a pair of concave and convex spherical seats that contact each other is used between the building foundation and the pile head of the foundation pile (for example, Patent Document 1). 2) and between the building foundation and the pile head of the foundation pile, there was one using an elastic body such as rubber.

  This conventional pile head joint structure is a bending method in which a pair of spherical seats used between the building foundation and the pile head of the foundation pile, or an elastic body such as rubber is transmitted from the pile head to the building foundation. By absorbing the moment, it is possible to prevent the pile head from being damaged by the bending moment.

  By the way, in this conventional pile head joining structure, as shown in FIG. 6, although a bending moment hardly acts on a pile head, the maximum bending moment M1 of FIG. It has been found that a maximum bending moment M2 of about 2/3 of

JP 2001-348885 A Japanese Patent Laid-Open No. 10-227040

  However, in such a conventional pile head joint structure, the maximum bending moment transmitted from the pile head of the foundation pile to the building foundation is still large, and the building structure is tilted by an external force such as an earthquake. When the force that the building foundation rises is applied, the degree to which the bending moment can be absorbed (rotational rigidity) by increasing or decreasing the load in the vertical direction transmitted from the pile head to the building foundation Fluctuates and there is a problem that the bending moment may not be absorbed effectively.

  Therefore, in view of the above problems, the present invention can reduce the value of the maximum bending moment transmitted from the foundation pile to the building foundation, and the degree to which the bending moment can be absorbed (rotational rigidity) varies. It is an object of the present invention to provide a pile head joint structure that can be suppressed.

In order to solve the above problems, the pile head joint structure of the present invention is
A bending moment absorbing means for absorbing a bending moment provided between the building foundation and the foundation pile;
An anchor bolt that suppresses fluctuations in the degree to which the bending moment can be absorbed, and
The bending moment absorbing means is composed of an upper joint member having a convex or concave spherical surface, and a lower joint member having a concave or convex spherical surface slidably contacting the upper joint member,
The foundation pile is made of steel material and has a horizontal plate at its upper end,
A plurality of the anchor bolts are arranged around the spherical surface, penetrate through the upper joining member and the lower joining member, their upper ends are locked to the upper joining member, and their lower ends penetrate the plate. And
A washer locked to the lower end of the anchor bolt;
A plurality of disc springs sandwiched between the washer and the plate,
A gap is formed between the outer peripheral portion of the spherical surface of the upper bonding member and the outer peripheral portion of the spherical surface of the lower bonding member, and the peripheral portion of the gap is sealed with a seal member. It is characterized by this.

  According to the present invention, when an external force in the horizontal direction is applied from the building structure on the foundation of the building due to an earthquake or the like and a bending moment is applied to the foundation pile, the bending moment absorbing means applies the bending moment that acts on the foundation pile. The maximum value can be reduced by absorption.

  In addition, if the building structure on the building foundation tilts due to an earthquake, etc., the force that the building foundation tends to rise to the opposite side of the foundation pile works, and the degree that the bending moment absorbing means can absorb the bending moment However, since the foundation pile and the building foundation are connected by anchor bolts, the tensile force acting on the anchor bolts becomes a resistance force, and the degree to which the bending moment can be absorbed is prevented from changing. can do.

It is the sectional view showing pile head junction structure 10 concerning a 1st embodiment of the present invention. It is a graph which shows the change of the magnitude | size of the bending moment corresponding to the depth of the foundation pile 14 in the pile head junction structure 10 of FIG. It is the sectional view showing pile head junction structure 40 concerning a 2nd embodiment of the present invention. It is the sectional view showing pile head joining structure 50 concerning a 3rd embodiment of the present invention. It is a graph which shows the change of the magnitude of the bending moment corresponding to the depth of a foundation pile when a foundation pile supports a building foundation directly without using a spherical seat or rubber. It is a graph which shows the change of the magnitude | size of the bending moment corresponding to the depth of a foundation pile when a foundation pile supports a building foundation part only through a spherical seat or rubber.

Hereinafter, embodiments of the present invention will be specifically described with reference to the drawings.
Drawing 1 is a figure referred in order to explain pile head junction structure 10 concerning a 1st embodiment of the present invention.

  As shown in FIG. 1, in the pile head joint structure 10 according to the present embodiment, a concrete foundation pile 14 is embedded in the soil 12 so as to extend in the vertical direction. On the end surface of the portion 14a, a mortar 16 is provided in a stacked manner, and a horizontal plane is formed on the upper surface thereof.

  On the horizontal surface of the mortar 16, a steel joining fitting 18 (lower joining member) having a convex spherical surface 18 a formed thereon is placed and provided at the center upper part. On the joining metal fitting 18, a steel joining fitting 20 (upper joining member) having a concave spherical surface 20 a formed at the center lower portion is provided.

  The spherical surface 20 a of the joint fitting 20 is slidably in contact with the spherical surface 18 a of the joint fitting 18. The spherical surfaces 18a and 20a of the joint fittings 18 and 20 constitute bending moment absorbing means.

  A foundation concrete 26 (building foundation) provided under the building structure is formed on the joint fitting 20 by being cast. A columnar (or cylindrical) engagement protrusion 37 is provided at the center of the upper surface of the joint fitting 20, and this engagement protrusion 37 is fitted (engaged) with a recess formed on the lower surface of the foundation concrete 26. Yes.

  A gap 22 is formed between a peripheral portion outside the spherical surface 18 a of the joint fitting 18 and a peripheral portion outside the spherical surface 20 a of the joint fitting 20, and the peripheral portion of the gap 22 is sealed by a seal member 24. Has been. Between the mortar 16 and the foundation concrete 26, a ring-shaped hard foamed urethane 28 is sandwiched and provided outside the joint fitting 18 and the joint fitting 20.

  A plurality of anchor bolts 30 are provided on the outer side of the spherical surfaces 18a, 20a of the joint fittings 18, 20 so as to penetrate in the vertical direction. A lower end portion of the anchor bolt 30 is embedded in the foundation pile 14, and a washer-shaped fixing plate 34 sandwiched between a pair of nuts 32 is provided at the lower end portion.

  The upper end portion of the anchor bolt 30 is locked to the upper surface of the joint fitting 20 by a nut 33. Further, the anchor bolt 30 is provided so as not to be in direct contact with the surrounding concrete in the foundation pile 14 by being covered with a thick paper pipe member or the like (non-contacting).

  According to the joining structure 10 according to the present embodiment, a horizontal external force is applied to the building structure on the foundation concrete 26 due to an earthquake or the like, and a bending moment is applied to the pile head 14a of the foundation pile 14. In this case, when the spherical surface 20a of the joint fitting 20 slides with the spherical surface 18a of the joint fitting 18, the bending moment acting on the pile head 14a can be absorbed and the maximum value thereof can be reduced.

  Further, when the building structure on the foundation concrete 26 is inclined due to an earthquake or the like, the force that the foundation concrete 26 rises to the side opposite to the foundation pile 14 works, and the space between the spherical surface 18a and the spherical surface 20a is increased. However, the foundation pile 14, the joint fitting 20, and the joint fitting 18 are different from each other in the nut 33 and the lower end of the anchor bolt 30. Are connected by the anchor bolts 30 via the fixing plate 34 of the part, the tensile force acting on the anchor bolts 30 becomes a resistance force, and the degree to which the bending moment can be absorbed varies depending on the change of the frictional force. Can be suppressed.

  In this case, since the anchor bolt 30 is not in contact with the surrounding concrete in the foundation pile 14, it can be expanded and contracted over almost its entire length, and can be expanded and contracted freely by adding and removing tensile force. Can do.

  And such an effect is the strength which suppresses the fluctuation | variation of the degree which can absorb the said bending moment by changing the diameter and the number of the anchor bolts 30, and changing the sum total of the tensile force which acts on the anchor bolt 30. The degree can be adjusted.

  And in this Embodiment, as shown in FIG. 2, the maximum bending moment which acts on the pile head 14a is from the value of the maximum bending moments M1 and M2 in the conventional pile head joint structure of FIG. 5, FIG. Can be small.

  As described above, the maximum bending moment acting on the foundation pile 14 can be reduced both in the pile head 14a and in the intermediate portion below the pile head 14a, so that the diameter, volume and weight of the foundation pile 14 can be reduced. Therefore, it is possible to improve the operability and safety of construction, and it is possible to reduce the construction cost by reducing the material.

  Further, since the hard foamed urethane 28 is provided between the mortar 16 and the foundation concrete 26, it is possible to prevent water and soil 12 particles from flowing around the joint fittings 18 and 20.

  Furthermore, since the sealing member 24 is provided between the joint fittings 18 and 20, fine particles of water and soil 12 flow between the joint fittings 18 and 20, and rust (rust) is generated in them. Or the relative movement (slidability) between the spherical surface 18a and the spherical surface 20a can be prevented.

  Next, a pile head joint structure 40 according to a second embodiment of the present invention will be described with reference to FIG. In the first embodiment, the fittings 18 and 20 are used between the foundation pile 14 and the foundation concrete 26, whereas in the present embodiment, the foundation pile 14 and the foundation concrete 26 Is different in that a hard rubber material 46 (bending moment absorbing means) sandwiched between the steel fittings 42 and 44 is used.

  A plurality of headed hook members 48 are erected on the upper surface of the joining metal fitting 44 by welding, and the headed hook members 48 are embedded in the foundation concrete 26.

  According to this embodiment, as in the first embodiment, a horizontal external force is applied to the building structure on the foundation concrete 26 by an earthquake or the like, and the pile head of the foundation pile 14 When a bending moment is applied to 14a, the hard rubber material 46 is deformed to absorb the bending moment applied to the pile head 14a and reduce the maximum value.

  In addition, even if the building structure on the foundation concrete 26 is inclined due to an earthquake or the like and the degree to which the bending moment can be absorbed (rotational rigidity) varies, the tensile force acting on the anchor bolt 30 becomes a resistance force, It can suppress that the degree which can absorb the bending moment changes.

  Next, a pile head joint structure 50 according to a third embodiment of the present invention will be described with reference to FIG. In the first embodiment, a concrete foundation pile 14 is used, whereas in this embodiment, a foundation pile 54 formed of a steel pipe (steel material) is used. Is different.

  A disk-shaped plate 56 is fixed to the upper end of the foundation pile 54 by welding the peripheral portion, and a rib plate 58 is fixed to the lower surface of the plate 56 by crossing in a cross shape. A lower end portion of the anchor bolt 30 passes through the plate 56, and a plurality of disc springs 64 are interposed between the flat washer 62 supported by a nut 60 provided at the lower end portion of the anchor bolt 30 and the plate 56. It is provided by being overlapped.

  According to this embodiment, even when a bending moment is applied to the pile head 54a of the foundation pile 54 due to an earthquake or the like, the spherical surface 20a of the joint fitting 20 slides with the spherical surface 18a of the joint fitting 18. Thus, the bending moment can be absorbed and the maximum value can be reduced.

  Further, even if the building structure on the foundation concrete 26 is tilted due to an earthquake or the like and the degree (rotational rigidity) capable of absorbing the bending moment is changed, the tensile force acting on the anchor bolt 30 becomes a resistance force. , It is possible to suppress the fluctuation of the degree of absorption of the bending moment.

  Moreover, since the maximum bending moment which acts on the foundation pile 54 can be made small like the said 1st Embodiment, since the diameter, thickness, and weight of the foundation pile 54 can be made small, it can be constructed by saving material. Costs can be reduced.

  In the present embodiment, the lower end portion of the anchor bolt 30 is passed through the plate 56, and the plurality of disc springs 64, the flat washers 62, and the nut 60 are attached to the lower end portion of the anchor bolt 30 that is passed through. Since the plate 56 can be fixed to the upper end of the opening of the ready-made foundation pile 54 by welding, unlike the first and second embodiments, the joining structure 50 is also applied to the ready-made foundation pile 54 later. be able to.

  Further, in this embodiment, since the length of the anchor bolt 30 on the foundation pile 54 side can be shortened by using a plurality of disc springs 64, the joining structure 50 can be reduced in size accordingly.

  In the second embodiment, the concrete foundation pile 14 is used. Instead of the concrete foundation pile 14, a steel pipe (steel material) is used as in the third embodiment. You may use the foundation pile formed by.

  In the first and third embodiments, the case where the bending moment absorbing means having a spherical surface is used has been described. Instead of such a bending moment absorbing means, the second embodiment is used. As described above, a bending moment absorbing means having rubber may be used.

  In the first and third embodiments, the case where the steel bending moment absorbing means is used has been described. However, as long as it has a predetermined strength, it may be made of metal other than steel, or A material such as plastic or ceramics may be used.

  In the second embodiment, the case where the bending moment absorbing means using rubber is used has been described, but bending moment absorbing means using an elastic body such as plastic other than rubber may be used.

  Further, in the second embodiment, the case where the bending moment absorbing means has a simple plate shape as the rubber has been described, but rubber formed in another shape such as a ring shape (donut shape) is used. It may be used.

  In each of the above embodiments, the upper end of the anchor bolt 30 is locked above the bending moment absorbing means, but it is the same as the lower end of the anchor bolt 30 in the first and second embodiments. Alternatively, it may be deeply inserted into the upper part of the foundation concrete 26 and locked by a fixing plate. By doing in this way, even if the building structure on the foundation concrete 26 is inclined and a pulling force is generated in the anchor bolt 30, the tensile force acting on the anchor bolt 30 is increased and the bending moment can be absorbed. Can be suppressed more reliably.

  Further, in each of the embodiments described above, the case where the engagement protrusion 37 and the flange member 48 are used has been described. However, the engagement protrusion 37 and the flange member 48 are not necessarily used.

DESCRIPTION OF SYMBOLS 10 Pile head joint structure 12 Soil 14 Foundation pile 14a Pile head 16 Mortar 18, 20 Joint metal fitting 18a, 20a Spherical surface 22 Gap 24 Seal member 26 Foundation concrete 30 Anchor bolt 32, 33 Nut 34 Fixing plate 37 Engagement protrusion 42, 44 Joint metal fitting 46 Hard rubber material 48 Headed flange member 54 Foundation pile 54a Pile head 56 Plate 58 Rib plate 60 Nut 62 Plain washer 64 Disc spring

Claims (3)

A bending moment absorbing means for absorbing a bending moment provided between the building foundation and the foundation pile;
An anchor bolt that suppresses fluctuations in the degree to which the bending moment can be absorbed, and
The bending moment absorbing means is composed of an upper joint member having a convex or concave spherical surface, and a lower joint member having a concave or convex spherical surface slidably contacting the upper joint member,
The foundation pile is made of steel material and has a horizontal plate at its upper end,
A plurality of the anchor bolts are arranged around the spherical surface, penetrate through the upper joining member and the lower joining member, their upper ends are locked to the upper joining member, and their lower ends penetrate the plate. And
A washer locked to the lower end of the anchor bolt;
A plurality of disc springs sandwiched between the washer and the plate,
A gap is formed between the outer peripheral portion of the spherical surface of the upper bonding member and the outer peripheral portion of the spherical surface of the lower bonding member, and the peripheral portion of the gap is sealed with a seal member.
Pile head joint structure characterized by that. A bending moment absorbing means for absorbing a bending moment provided between the building foundation and the foundation pile;
An anchor bolt that suppresses fluctuations in the degree to which the bending moment can be absorbed, and
The bending moment absorbing means is composed of an upper joining member, a lower joining member, and an elastic member sandwiched between the upper joining member and the lower joining member,
The foundation pile is made of steel material and has a horizontal plate at its upper end,
A plurality of the anchor bolts are arranged around the spherical surface, penetrate through the upper joining member and the lower joining member, their upper ends are locked to the upper joining member, and their lower ends penetrate the plate. And
A washer locked to the lower end of the anchor bolt;
A plurality of disc springs sandwiched between the washer and the plate,
A gap is formed outside the elastic member and between the upper and lower joint members, and the periphery of the gap is sealed with a seal member.
Pile head joint structure characterized by that. The ring-shaped rigid foamed urethane disposed between the building foundation and the foundation pile is provided outside the upper joining member and the lower joining member. Pile head joint structure described.

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