JP2010255320A - Column integrated pile foundation structure of small-scale building - Google Patents

Column integrated pile foundation structure of small-scale building Download PDF

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JP2010255320A
JP2010255320A JP2009107291A JP2009107291A JP2010255320A JP 2010255320 A JP2010255320 A JP 2010255320A JP 2009107291 A JP2009107291 A JP 2009107291A JP 2009107291 A JP2009107291 A JP 2009107291A JP 2010255320 A JP2010255320 A JP 2010255320A
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small
pile foundation
foundation structure
scale building
pillar
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Kaoru Kamiara
薫 上新
Kaoru Oshita
薫 大下
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Nippon Steel Nisshin Co Ltd
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Nisshin Steel Co Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the problem wherein a conventional column integrated pile foundation structure of a small-scale building is constituted only by filling the outer periphery of a cylindrical buried part with soil cement, and in consequence, the adhesion between the buried part and the soil cement is weak and there is a possibility of the buried part being pulled out of the soil cement through a pull-out force. <P>SOLUTION: The column integrated pile foundation structure of the small-scale building is constituted by mounting a plurality of peripheral projecting bodies 14 to the buried part 13 to project from the outer periphery of the buried part 13, and solidifying a foundation material 15 integrally with the buried part 13 and the peripheral projecting bodies 14. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、小規模建築物の柱一体型杭基礎構造に関し、特に、埋設部の外周から突出するように複数の外周突出体が埋設部に取付けられて、埋設部及び外周突出体と一体に基礎材が固化されるように構成することで、埋設部と基礎材との間の付着力を向上でき、引抜力に対してより確実に抵抗できるようにするための新規な改良に関するものである。   The present invention relates to a pillar-integrated pile foundation structure for a small-scale building, and in particular, a plurality of outer peripheral protrusions are attached to the embedded part so as to protrude from the outer periphery of the embedded part, and integrated with the embedded part and the outer peripheral protruding body. By constructing the base material to be solidified, it is possible to improve the adhesive force between the buried part and the base material, and relates to a new improvement for more reliably resisting the pulling force. .

従来用いられていたこの種の柱一体型杭基礎構造としては、例えば特許文献1等に示されている構成が挙げられる。図4は、従来の小規模建築物の柱一体型杭基礎構造を示す正面図である。図において、地面に掘削された掘削孔11には、農業用パイプハウスの柱12aの下部の埋設部13が挿入されている。また、掘削孔11には、セメント系固化剤と土壌とを混合したソイルセメント16が充填されており、このソイルセメント16が埋設部13と一体に固化されている。   As this type of pillar-integrated pile foundation structure conventionally used, for example, a configuration shown in Patent Document 1 and the like can be cited. FIG. 4 is a front view showing a pillar-integrated pile foundation structure of a conventional small-scale building. In the figure, a buried portion 13 below a pillar 12a of an agricultural pipe house is inserted into a borehole 11 excavated in the ground. The excavation hole 11 is filled with a soil cement 16 in which a cement-based solidifying agent and soil are mixed, and the soil cement 16 is solidified integrally with the embedded portion 13.

特開平11−187773号公報JP-A-11-187773

上記のような従来の小規模建築物の柱一体型杭基礎構造では、円筒形状の埋設部13の外周にソイルセメント16を充填するだけの構成であるので、埋設部13とソイルセメント16との付着力が弱く、例えば暴風時や地震時等に柱に作用する引抜力によって埋設部13がソイルセメント16から抜けてしまう可能性がある。   In the conventional pillar-integrated pile foundation structure of a small-scale building as described above, since the structure is only filled with the soil cement 16 on the outer periphery of the cylindrical embedded portion 13, the buried portion 13 and the soil cement 16 There is a possibility that the embedded portion 13 may come off the soil cement 16 due to the pulling force acting on the column during a storm or an earthquake, for example.

本発明は、上記のような課題を解決するためになされたものであり、その目的は、埋設部と基礎材との間の付着力を向上でき、引抜力に対してより確実に抵抗できる小規模建築物の柱一体型杭基礎構造を提供することである。   The present invention has been made to solve the above-described problems, and its purpose is to improve the adhesion between the buried portion and the base material, and to reduce the resistance to pulling force more reliably. It is to provide a pillar-integrated pile foundation structure for large-scale buildings.

本発明に係る小規模建築物の柱一体型杭基礎構造は、地面に掘削された円筒形状の掘削孔と、小規模建築物の柱の下部に設けられるとともに前記掘削孔に挿入された埋設部と、前記埋設部の長手方向に沿って互いに間隔を置いて配置され、前記埋設部の外周から突出されるように前記埋設部に取付けられた複数の外周突出体と、前記掘削孔に充填されて前記埋設部及び前記外周突出体と一体に固化された円筒形状の基礎材とを備える。   A pillar-integrated pile foundation structure for a small-scale building according to the present invention includes a cylindrical excavation hole excavated in the ground, and a buried portion that is provided in a lower portion of a pillar of a small-scale building and is inserted into the excavation hole And a plurality of outer peripheral protrusions that are arranged at intervals along the longitudinal direction of the embedded portion and are attached to the embedded portion so as to protrude from the outer periphery of the embedded portion, and the excavation hole is filled And a cylindrical base material solidified integrally with the embedded portion and the outer peripheral projecting body.

また、前記外周突出体は、前記埋設部の外周を囲むように前記埋設部に取付けられたC字形状のクランプ体と、前記クランプ体が前記埋設部をクランプするように前記クランプ体の端部間を締結する締結部材とから構成されている。
また、前記外周突出体は、前記埋設部を貫通したスタッドボルトと、前記スタッドボルトの両端に螺着された一対のナットとから構成されている。
また、前記基礎材は、コンクリートのみから構成されている。
The outer peripheral projecting body includes a C-shaped clamp body attached to the embedded portion so as to surround the outer periphery of the embedded portion, and an end portion of the clamp body so that the clamp body clamps the embedded portion. It is comprised from the fastening member which fastens between.
Moreover, the said outer periphery protrusion body is comprised from the stud bolt which penetrated the said embed | buried part, and a pair of nut screwed by the both ends of the said stud bolt.
Moreover, the said base material is comprised only from concrete.

本発明の小規模建築物の柱一体型杭基礎構造によれば、埋設部の外周から突出されるように複数の外周突出体が埋設部に取付けられて、埋設部及び外周突出体と一体に基礎材が固化されるので、埋設部と基礎材との間の付着力を向上でき、引抜力に対してより確実に抵抗できる。   According to the pillar-integrated pile foundation structure of a small-scale building of the present invention, a plurality of outer peripheral protrusions are attached to the embedded part so as to protrude from the outer periphery of the embedded part, and are integrated with the embedded part and the outer peripheral protrusion. Since the base material is solidified, it is possible to improve the adhesion between the buried portion and the base material, and more reliably resist the pulling force.

また、外周突出体がクランプ体と締結部材とから構成されるので、埋設部に対する外周突出体の取付けを容易にでき、利便性を向上できる。
また、外周突出体がスタッドボルトと一対のナットとから構成されているので、クランプ体等を使用する場合に比べて、部品コストを低減できる。
また、基礎材がコンクリートのみから構成されているので、ソイルセメントを使用する場合に比べて埋設部と基礎材との間の付着力を向上でき、より確実に引抜力に対して抵抗できる。
Moreover, since an outer periphery protrusion is comprised from a clamp body and a fastening member, the attachment of an outer periphery protrusion to an embedding part can be made easy, and the convenience can be improved.
Moreover, since the outer peripheral protrusion is composed of a stud bolt and a pair of nuts, the component cost can be reduced as compared with the case where a clamp body or the like is used.
Moreover, since the base material is comprised only of concrete, compared with the case where soil cement is used, the adhesive force between an embed | buried part and a base material can be improved, and it can resist more reliably with respect to extraction force.

本発明の実施の形態1による小規模建築物の柱一体型杭基礎構造を示す正面図である。It is a front view which shows the pillar-integrated pile foundation structure of the small-scale building by Embodiment 1 of this invention. 図1の埋設部周辺を拡大して示す正面図である。It is a front view which expands and shows the embedding part periphery of FIG. 本発明の実施の形態2による小規模建築物の柱一体型杭基礎構造を示す正面図である。It is a front view which shows the pillar integrated pile foundation structure of the small-scale building by Embodiment 2 of this invention. 従来の小規模建築物の柱一体型杭基礎構造を示す正面図である。It is a front view which shows the pillar integrated type pile foundation structure of the conventional small-scale building.

以下、本発明を実施するための最良の形態について、図面を参照して説明する。
実施の形態1.
図1は、本発明の実施の形態1による小規模建築物の柱一体型杭基礎構造を示す正面図であり、図2の埋設部周辺を拡大して示す正面図である。図1において、地面10には、例えばアースオーガ等によって円筒形状の掘削孔11が掘削されている。この掘削孔11には、小規模建築物12の柱12aの下部に設けられた埋設部13が挿入されている。なお、図1では、小規模建築物12として農業用パイプハウスを示しているが、小規模建築物としては畜舎や堆肥舎等でもよい。
The best mode for carrying out the present invention will be described below with reference to the drawings.
Embodiment 1 FIG.
1 is a front view showing a pillar-integrated pile foundation structure of a small-scale building according to Embodiment 1 of the present invention, and is an enlarged front view showing the periphery of an embedded portion in FIG. In FIG. 1, a cylindrical excavation hole 11 is excavated on the ground 10 by, for example, an earth auger or the like. In the excavation hole 11, a buried portion 13 provided at the lower part of the pillar 12 a of the small-scale building 12 is inserted. In FIG. 1, an agricultural pipe house is shown as the small-scale building 12, but the small-scale building may be a barn or a compost house.

図2に示すように、埋設部13には、埋設部13の外周から突出されるように複数の外周突出体14が取付けられている。外周突出体14は、埋設部13の長手方向13aに沿って互いに間隔を置いて配置されている。この実施の形態1では、外周突出体14は、クランプ体14aと締結部材14bとから構成されている。クランプ体14aは、C字形状の部材であり、埋設部13の外周を囲むように埋設部13に取付けられている。締結部材14bは、例えば有頭ボルト及びナット等から構成されており、クランプ体14aが埋設部13をクランプするように、クランプ体14aの端部間を締結するためのものである。   As shown in FIG. 2, a plurality of outer peripheral protrusions 14 are attached to the embedded portion 13 so as to protrude from the outer periphery of the embedded portion 13. The outer circumferential protrusions 14 are arranged at intervals from each other along the longitudinal direction 13 a of the embedded portion 13. In this Embodiment 1, the outer peripheral protrusion 14 is comprised from the clamp body 14a and the fastening member 14b. The clamp body 14 a is a C-shaped member, and is attached to the embedded portion 13 so as to surround the outer periphery of the embedded portion 13. The fastening member 14b is composed of, for example, a headed bolt and a nut, and is for fastening between the ends of the clamp body 14a so that the clamp body 14a clamps the embedded portion 13.

掘削孔11には、土壌が混合されていないコンクリートのみからなる基礎材15が充填されており、基礎材15は、埋設部13及び外周突出体14と一体に固化されている。外周突出体14は、掘削孔11を上方から見たときに基礎材15と重なるように配置されており、埋設部13の長手方向13aに関して外周突出体14が基礎材15に係合されている。   The excavation hole 11 is filled with a base material 15 made of only concrete not mixed with soil, and the base material 15 is solidified integrally with the embedded portion 13 and the outer peripheral protrusion 14. The outer peripheral projecting body 14 is disposed so as to overlap the base material 15 when the excavation hole 11 is viewed from above, and the outer peripheral projecting body 14 is engaged with the base material 15 in the longitudinal direction 13 a of the embedded portion 13. .

このような小規模建築物の柱一体型杭基礎構造では、埋設部13の外周から突出されるように複数の外周突出体14が埋設部13に取付けられて、埋設部13及び外周突出体14と一体に基礎材15が固化されるので、外周突出体14を介して埋設部13と基礎材15とがより確実に一体化される。これにより、埋設部13と基礎材15との間の付着力を向上でき、例えば暴風時や地震時等に柱に作用する引抜力に対してより確実に引抜力に対して抵抗できる。   In such a pillar-integrated pile foundation structure of a small-scale building, a plurality of outer peripheral protrusions 14 are attached to the embedded part 13 so as to protrude from the outer periphery of the embedded part 13, and the embedded part 13 and the outer peripheral protruded body 14. Since the base material 15 is solidified integrally, the embedded portion 13 and the base material 15 are more reliably integrated via the outer peripheral protrusion 14. Thereby, the adhesive force between the burying part 13 and the base material 15 can be improved, and for example, it is possible to more reliably resist the pulling force against the pulling force acting on the column during a storm or an earthquake.

また、外周突出体14がクランプ体14aと締結部材14bとから構成されるので、埋設部13に対する外周突出体14の取付けを容易にでき、利便性を向上できる。   Moreover, since the outer periphery protrusion 14 is comprised from the clamp body 14a and the fastening member 14b, attachment of the outer periphery protrusion 14 with respect to the embed | buried part 13 can be made easy, and the convenience can be improved.

また、基礎材15がコンクリートのみから構成されているので、ソイルセメントを使用する場合に比べて埋設部13と基礎材15との間の付着力を向上でき、より確実に引抜力に対して抵抗できる。また、ソイルセメントを使用する場合、基礎構造の耐力計算を行うことが難しいので、耐力計算が必要とされる例えば畜舎や堆肥舎等の建築物に適用できないが、この実施の形態のように基礎材15をコンクリートのみから構成することで、畜舎等の小規模建築物にも適用できる。   Moreover, since the base material 15 is comprised only from concrete, compared with the case where soil cement is used, the adhesive force between the embedding part 13 and the base material 15 can be improved, and it resists more reliably with respect to extraction force. it can. In addition, when soil cement is used, it is difficult to calculate the yield strength of the foundation structure, so it cannot be applied to buildings where the yield strength calculation is required, such as livestock barns and compost houses, but the foundation as in this embodiment. By constituting the material 15 only from concrete, it can also be applied to small-scale buildings such as barns.

実施の形態2.
図3は、本発明の実施の形態2による小規模建築物の柱一体型杭基礎構造を示す正面図である。実施の形態1では、外周突出体14がクランプ体14aと締結部材14bとから構成されると説明したが、この実施の形態2の外周突出体14は、スタッドボルト14cと一対のナット14dとから構成されている。スタッドボルト14cは、ネジ頭がなく、両端又は全体にネジが切られたボルトである。このスタッドボルト14cは埋設部13を貫通しており、スタッドボルト14cの両端は埋設部13の外周から突出されている。ナット14dは、スタッドボルト14cの両端に螺着しており、スタッドボルト14cを埋設部13に固定している。その他の構成は、実施の形態1と同様である。
Embodiment 2. FIG.
FIG. 3 is a front view showing a pillar-integrated pile foundation structure of a small-scale building according to Embodiment 2 of the present invention. In the first embodiment, it has been described that the outer peripheral projecting body 14 includes the clamp body 14a and the fastening member 14b. However, the outer peripheral projecting body 14 of the second embodiment includes a stud bolt 14c and a pair of nuts 14d. It is configured. The stud bolt 14c does not have a screw head, and is a bolt in which screws are cut at both ends or the whole. The stud bolt 14 c passes through the embedded portion 13, and both ends of the stud bolt 14 c protrude from the outer periphery of the embedded portion 13. The nut 14 d is screwed to both ends of the stud bolt 14 c and fixes the stud bolt 14 c to the embedded portion 13. Other configurations are the same as those in the first embodiment.

このような小規模建築物の柱一体型杭基礎構造では、外周突出体14がスタッドボルト14cと一対のナット14dとから構成されているので、実施の形態1のようにクランプ体14a等を使用する場合に比べて、部品コストを低減できる。   In such a pillar-integrated pile foundation structure of a small-scale building, since the outer peripheral projecting body 14 is composed of a stud bolt 14c and a pair of nuts 14d, the clamp body 14a or the like is used as in the first embodiment. Compared with the case, the parts cost can be reduced.

10 地面
11 掘削孔
12 小規模建築物
12a 柱
13 埋設部
14 外周突出体
14a クランプ体
14b 締結部材
14c スタッドボルト
14d ナット
15 基礎材
DESCRIPTION OF SYMBOLS 10 Ground 11 Excavation hole 12 Small building 12a Pillar 13 Buried part 14 Outer peripheral protrusion 14a Clamp body 14b Fastening member 14c Stud bolt 14d Nut 15 Base material

Claims (4)

地面(10)に掘削された円筒形状の掘削孔(11)と、
小規模建築物(12)の柱(12a)の下部に設けられるとともに前記掘削孔(11)に挿入された埋設部(13)と、
前記埋設部(13)の長手方向(13a)に沿って互いに間隔を置いて配置され、前記埋設部(13)の外周から突出されるように前記埋設部(13)に取付けられた複数の外周突出体(14)と、
前記掘削孔(11)に充填されて前記埋設部(13)及び前記外周突出体(14)と一体に固化された円筒形状の基礎材(15)と
を備えていることを特徴とする小規模建築物の柱一体型杭基礎構造。
A cylindrical excavation hole (11) excavated in the ground (10);
An embedded part (13) provided at the lower part of the pillar (12a) of the small-scale building (12) and inserted into the excavation hole (11);
A plurality of outer peripheries attached to the embedded part (13) so as to be spaced from each other along the longitudinal direction (13a) of the embedded part (13) and project from the outer periphery of the embedded part (13) A protrusion (14);
A small scale characterized by comprising a cylindrical base material (15) filled in the excavation hole (11) and solidified integrally with the embedded portion (13) and the outer peripheral projection (14). Pile foundation structure with integrated pillars for buildings.
前記外周突出体(14)は、前記埋設部(13)の外周を囲むように前記埋設部(13)に取付けられたC字形状のクランプ体(14a)と、前記クランプ体(14a)が前記埋設部(13)をクランプするように前記クランプ体(14a)の端部間を締結する締結部材(14b)とから構成されていることを特徴とする請求項1記載の小規模建築物の柱一体型杭基礎構造。   The outer peripheral projecting body (14) includes a C-shaped clamp body (14a) attached to the embedded portion (13) so as to surround the outer periphery of the embedded portion (13), and the clamp body (14a) includes the The pillar of the small-scale building according to claim 1, characterized in that it is composed of a fastening member (14b) for fastening between the end portions of the clamp body (14a) so as to clamp the embedded portion (13). Integrated pile foundation structure. 前記外周突出体(14)は、前記埋設部(13)を貫通したスタッドボルト(14c)と、前記スタッドボルト(14c)の両端に螺着された一対のナット(14d)とから構成されていることを特徴とする請求項1記載の小規模建築物の柱一体型杭基礎構造。   The outer peripheral projecting body (14) includes a stud bolt (14c) penetrating the embedded portion (13) and a pair of nuts (14d) screwed to both ends of the stud bolt (14c). The pillar-integrated pile foundation structure for a small-scale building according to claim 1. 前記基礎材(15)は、コンクリートのみから構成されていることを特徴とする請求項1から請求項3までのいずれか1項に記載の小規模建築物の柱一体型杭基礎構造。   The pillar-integrated pile foundation structure for a small-scale building according to any one of claims 1 to 3, wherein the foundation material (15) is composed only of concrete.
JP2009107291A 2009-04-27 2009-04-27 Column integrated pile foundation structure of small-scale building Withdrawn JP2010255320A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219567A (en) * 2011-04-12 2012-11-12 Lend Lease Japan Co Ltd Columnar structure and method of installing columnar structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012219567A (en) * 2011-04-12 2012-11-12 Lend Lease Japan Co Ltd Columnar structure and method of installing columnar structure

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