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JP7710164B2 - Wooden pillar installation structure and wooden pillar installation method - Google Patents
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JP7710164B2 - Wooden pillar installation structure and wooden pillar installation method - Google Patents

Wooden pillar installation structure and wooden pillar installation method

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JP7710164B2
JP7710164B2 JP2021125893A JP2021125893A JP7710164B2 JP 7710164 B2 JP7710164 B2 JP 7710164B2 JP 2021125893 A JP2021125893 A JP 2021125893A JP 2021125893 A JP2021125893 A JP 2021125893A JP 7710164 B2 JP7710164 B2 JP 7710164B2
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wooden pole
wooden
rigid
installation
plate
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JP2023020500A (en
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伸 瀧川
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TAKIGAWA-JISHA ARCHITECTS CO., LTD.
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TAKIGAWA-JISHA ARCHITECTS CO., LTD.
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Description

本発明は、鳥居や住宅の大黒柱、自立する柱構造物及び灯籠等に利用される木柱に適用可能な木柱設置構造及び木柱設置方法に関する。 The present invention relates to a wooden pillar installation structure and method that can be applied to wooden pillars used for torii gates, main pillars of houses, free-standing pillar structures, lanterns, etc.

本願出願人は、従前、木柱設置構造に係る発明の出願を行い、特許を取得している(下記特許文献1参照)。 The applicant of this application has previously applied for and obtained a patent for an invention related to a wooden pole installation structure (see Patent Document 1 below).

前記特許文献1に記載の発明(以下、特許発明という)は、支持装置と、前記支持装置に立設状態で支持される木柱とを有している。 The invention described in Patent Document 1 (hereinafter referred to as the patent invention) comprises a support device and a wooden pole that is supported in an upright position by the support device.

前記支持装置は、基礎コンクリートに固着されるベースプレートと、前記ベースプレートに固着された支持筒と、前記ベースプレートの上面のうち前記支持筒によって囲繞された領域内に設けられた凸部とを有している。 The support device has a base plate that is fixed to the foundation concrete, a support tube that is fixed to the base plate, and a protrusion provided within the area of the upper surface of the base plate that is surrounded by the support tube.

前記木柱は、基端面に前記凸部に対応した凹部が設けられ且つ基端部の外周が保護カバーで覆われてる。
前記保護カバーは、木柱の基端部を囲繞する筒状部と、前記筒状部のうち木柱の立設状態において前記支持筒内に位置する部分から径方向外方へ延びる木柱側フランジ部とを有している。
The wooden post has a recessed portion on its base end surface corresponding to the protruding portion, and the outer periphery of the base end portion is covered with a protective cover.
The protective cover has a tubular portion surrounding the base end of the wooden pole, and a wooden pole side flange portion extending radially outward from a portion of the tubular portion that is located within the support tube when the wooden pole is in an upright position.

前記支持筒は、筒状の支持筒本体と、前記支持筒本体から径方向内方へ延びる支持筒側フランジ部とを有しており、前記筒状部の外周面と前記支持筒本体の内周面との間の間隙のうち、少なくとも上下方向に関し前記支持筒側フランジ部及び前記木柱側フランジ部によって挟まれる領域には固着材が充填されている。 The support tube has a cylindrical support tube body and a support tube side flange portion extending radially inward from the support tube body, and at least the area of the gap between the outer peripheral surface of the cylindrical portion and the inner peripheral surface of the support tube body that is sandwiched between the support tube side flange portion and the wooden post side flange portion in the vertical direction is filled with an adhesive.

前記特許発明は、木柱が単独設置される場合又は設置される木柱が低数本の場合であっても基礎コンクリート上に設置強度を有効に確保しつつ木柱を設置することができ、さらに、基礎コンクリートを破壊すること無く設置木柱の交換を可能とすることができる点において有用である。 The above-mentioned patented invention is useful in that it can install wooden poles while effectively ensuring the installation strength on the concrete foundation, even when a single wooden pole is installed or when only a few wooden poles are installed, and furthermore, it can make it possible to replace installed wooden poles without destroying the concrete foundation.

しかしながら、前記特許発明においては、木柱に、径方向外方に開く係入溝を形成しなければならず、細い木柱には適用できないという問題があった。 However, the above patented invention had the problem that it required the wooden pole to have an engagement groove that opened radially outward, making it inapplicable to thin wooden poles.

即ち、前記特許発明において、前記筒状部によって囲繞される木柱の基端部には径方向外方に開く係入溝が設けられている。前記係入溝には木柱の長手方向に関し相対移動不能に剛性部材が装着されている。 That is, in the above patented invention, the base end of the wooden pole surrounded by the cylindrical portion is provided with an engagement groove that opens radially outward. A rigid member is attached to the engagement groove so that it cannot move relative to the wooden pole in the longitudinal direction.

一方、前記筒状部には、前記剛性部材と対向する位置に取付孔が設けられており、前記筒状部及び前記垂直木柱は、前記取付孔に挿通され且つ前記剛性部材に締結される締結部材を介して連結されている。 On the other hand, the tubular part has an attachment hole at a position opposite the rigid member, and the tubular part and the vertical wooden pole are connected via a fastening member that is inserted into the attachment hole and fastened to the rigid member.

従って、立設される木柱には、前記係入溝を形成しても強度を確保できるような直径が必要となる。 Therefore, the wooden pole to be erected must have a diameter large enough to ensure its strength even when the engagement groove is formed.

特許第6585316号公報Patent No. 6585316

本発明は、斯かる従来技術に鑑みなされたものであり、木柱が単独設置される場合又は設置される木柱が低数本の場合であっても、木柱に径方向外方に開く係入溝を形成することなく、設置強度を確保した状態で基礎コンクリート上に木柱を設置することができ、さらに、基礎コンクリートを破壊すること無く設置木柱の交換を可能とした木柱設置構造及び木柱設置方法の提供を目的とする。 The present invention was made in consideration of such conventional technology, and aims to provide a wooden pole installation structure and method that allows a wooden pole to be installed on a concrete foundation while ensuring installation strength, without forming an engagement groove that opens radially outward in the wooden pole, even when a single wooden pole or a small number of wooden poles are installed, and further allows the installed wooden pole to be replaced without destroying the concrete foundation.

前記目的を達成するために、本発明は、筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有する型枠部材と、前記筒状側板の上端開口が上方を向くように基準面上で前記型枠部材を支持する支持部材と、前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされている木柱と、前記底板のうち前記筒状側板によって囲まれる載置面領域及び前記木柱の基端面の一方及び他方にそれぞれ直接又は間接的に設けられる剛性凸部及び凹部であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように位置設定された剛性凸部及び凹部と、長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列され、前記支持部材は、基準面に対する前記底板の設置高さを変更可能とされ、前記支持部材は、基端部が基準面に載置された状態で前記底板の載置面領域に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記複数のボルト部材は、上端面が前記底板の上面と面一とされている木柱設置構造を提供する。 In order to achieve the above object, the present invention provides a formwork member having a cylindrical side panel and a rigid bottom panel connected to the cylindrical side panel so as to close the lower end opening of the cylindrical side panel; a support member supporting the formwork member on a reference plane so that the upper end opening of the cylindrical side panel faces upward; foundation concrete poured on the reference plane so as to cover the outer periphery of the cylindrical side panel; a wooden pole having at least a lower region located within the formwork member with a diameter smaller than that of an installation hole defined by the cylindrical side panel; rigid protrusions and recesses provided directly or indirectly on one and the other of a placement surface region of the bottom panel surrounded by the cylindrical side panel and a base end surface of the wooden pole, the rigid protrusions and recesses being positioned so that a gap exists over the entire circumference of the wooden pole between the outer periphery of the lower region of the wooden pole and the inner periphery of the installation hole when the base end surface of the wooden pole is placed on the bottom panel with the rigid protrusions engaged in the recesses; and a plurality of rigid long members inserted into the gaps so as to be arranged in the circumferential direction of the wooden post with their inner and outer sides in a radial direction based on the wooden post abutting against the outer circumferential surface of the lower region of the wooden post and the inner circumferential surface of the installation hole, respectively, wherein the plurality of rigid long members include a plurality of plate-shaped compressed wood pieces whose plate thickness direction is the expansion direction, and the plurality of compressed wood pieces are arranged in the circumferential direction of the wooden post with one side and the other side in the plate thickness direction abutting against the outer circumferential surface of the lower region of the wooden post and the inner circumferential surface of the installation hole , respectively, wherein the support member is capable of changing the installation height of the bottom plate with respect to a reference surface, and the support member has a plurality of bolt members inserted into bolt through holes formed in the mounting surface region of the bottom plate with its base end placed on the reference surface, and a plurality of nut members supporting the bottom plate while being screwed into each of the plurality of bolt members, and the upper end surfaces of the plurality of bolt members are flush with the upper surface of the bottom plate .

また、前記目的を達成するために、本発明は、筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有する型枠部材と、前記筒状側板の上端開口が上方を向くように基準面上で前記型枠部材を支持する支持部材と、前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされている木柱と、前記底板のうち前記筒状側板によって囲まれる載置面領域及び前記木柱の基端面の一方及び他方にそれぞれ直接又は間接的に設けられる剛性凸部及び凹部であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように位置設定された剛性凸部及び凹部と、長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列され、前記剛性凸部は、前記載置面領域を上下に貫通するように前記底板に固着された剛性部材の上部によって形成され、前記剛性部材のうち前記底板より下方へ延在された下部は基礎コンクリート中に埋設される。
この場合、前記凹部は、前記剛性部材の上部が係入可能なように前記木柱の基端面に設けられる。
In order to achieve the above object, the present invention provides a formwork member having a cylindrical side panel and a rigid bottom panel connected to the cylindrical side panel so as to close the lower end opening of the cylindrical side panel; a support member supporting the formwork member on a reference plane so as to face the upper end opening of the cylindrical side panel upward; foundation concrete poured on the reference plane so as to cover the outer periphery of the cylindrical side panel; a wooden pole having at least a lower region located within the formwork member with a diameter smaller than that of an installation hole defined by the cylindrical side panel; and rigid convex portions and concave portions provided directly or indirectly on one side and the other of a placement surface region of the bottom panel surrounded by the cylindrical side panel and a base end surface of the wooden pole, wherein when the base end surface of the wooden pole is placed on the bottom panel with the rigid convex portions engaged with the concave portions, a rigid convex portion and a concave portion are provided directly or indirectly on one side and the other of a placement surface region of the wooden pole surrounded by the cylindrical side panel and a base end surface of the wooden pole, The wooden post has rigid protrusions and recesses positioned so as to leave a gap, and a plurality of rigid long members inserted into the gaps so as to be arranged in the circumferential direction of the wooden post, with their longitudinal direction aligned with the longitudinal direction of the wooden post and their inner and outer sides in a radial direction based on the wooden post abutting against the outer circumferential surface of the lower region of the wooden post and the inner circumferential surface of the installation hole, respectively. The plurality of rigid long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the plurality of compressed wood pieces are arranged in the circumferential direction of the wooden post, with one and the other sides in the thickness direction abutting against the outer circumferential surface of the lower region of the wooden post and the inner circumferential surface of the installation hole, respectively. The rigid protrusions are formed by the upper parts of rigid members fixed to the bottom plate so as to penetrate vertically through the placement surface area, and the lower parts of the rigid members extending downward from the bottom plate are embedded in foundation concrete.
In this case, the recess is provided in the base end surface of the wooden pole so that the upper portion of the rigid member can be engaged therein.

また、前記目的を達成するために、本発明は、支持板と、基準面上で前記支持板を水平に支持する支持部材と、前記支持板から上方へ延びる剛性凸部を形成するように前記支持板に固着された剛性部材と、筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有し、前記筒状側板の上端開口が上方を向くように前記支持板に直接又は間接的に支持される型枠部材であって、前記底板には前記剛性凸部が貫通される貫通孔が設けられている型枠部材と、前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされ且つ基端面には前記剛性凸部が係入される凹部が設けられている木柱であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように構成された木柱と、長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されている木柱設置構造を提供する。 Further, in order to achieve the above-mentioned object, the present invention provides a formwork member having a support plate, a support member for horizontally supporting the support plate on a reference plane, a rigid member fixed to the support plate so as to form a rigid protrusion extending upward from the support plate, a cylindrical side plate and a rigid bottom plate connected to the cylindrical side plate so as to close the lower end opening of the cylindrical side plate, the formwork member being directly or indirectly supported by the support plate so as to have the upper end opening of the cylindrical side plate facing upward, the bottom plate being provided with a through hole through which the rigid protrusion is inserted, foundation concrete poured on a reference plane so as to cover the outer periphery of the cylindrical side plate, and a wooden post having at least a lower region located within the formwork member which has a smaller diameter than an installation hole defined by the cylindrical side plate and a base end surface provided with a recess into which the rigid protrusion is engaged, the rigid protrusion and a plurality of rigid long members inserted into the gap so as to be arranged in the circumferential direction of the wooden pillar with their longitudinal direction aligned along the longitudinal direction of the wooden pillar and their inner and outer sides in a radial direction based on the wooden pillar abutting against the outer circumferential surface of the lower region of the wooden pillar and the inner circumferential surface of the installation hole, respectively, wherein the plurality of rigid long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the plurality of compressed wood pieces are arranged in the circumferential direction of the wooden pillar with one and the other sides in the thickness direction abutting against the outer circumferential surface of the lower region of the wooden pillar and the inner circumferential surface of the installation hole, respectively.

1例において、前記型枠部材は、基礎コンクリートの打設前の状態においては前記支持板の上面に上方へ分離可能に載置される。 In the first example, the formwork members are detachably placed upward on the upper surface of the support plate before the foundation concrete is poured.

2例においては、前記木柱設置構造には、前記支持板から上方へ離間された位置で前記剛性部材に固着された補助板が備えられ、前記型枠部材は、基礎コンクリートの打設前の状態においては前記補助板の上面に上方へ分離可能に載置される。 In a second example, the wooden pillar installation structure is provided with an auxiliary plate fixed to the rigid member at a position spaced upward from the support plate, and the formwork member is detachably placed upward on the upper surface of the auxiliary plate before the foundation concrete is poured.

3例においては、前記型枠部材は、前記支持板から上方へ離間された位置で前記剛性部材に固着される。 In a third example, the formwork member is secured to the rigid member at a position spaced upwardly from the support plate.

また、前記目的を達成するために、本発明は、上方へ延びる剛性凸部が設けられた支持板と、基準面上で前記支持板を水平に支持する支持部材と、上方に開く設置孔を存しつつ、前記支持板を覆うように基準面上に打設された基礎コンクリートであって、前記設置孔の底面から前記剛性凸部が上方へ突出するように形成された基礎コンクリートと、少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面には前記剛性凸部が係入される凹部が設けられている木柱であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底面に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように構成された木柱と、長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されている木柱設置構造を提供する。 Further, in order to achieve the above object, the present invention provides a support plate provided with a rigid protrusion extending upward, a support member for supporting the support plate horizontally on a reference plane, foundation concrete poured on the reference plane so as to cover the support plate while having an installation hole opening upward, the foundation concrete being formed so that the rigid protrusion protrudes upward from a bottom surface of the installation hole, and a wooden pole having at least a lower region located within the installation hole with a smaller diameter than the installation hole and a recess in a base end surface into which the rigid protrusion is engaged, the outer circumferential surface of the lower region of the wooden pole and the installation hole when the base end surface of the wooden pole is placed on the bottom surface with the rigid protrusion engaged in the recess. and a plurality of rigid long members inserted into the gap so as to be arranged in the circumferential direction of the wooden pillar with their longitudinal direction aligned with the longitudinal direction of the wooden pillar and their inner and outer sides in a radial direction based on the wooden pillar abutting against the outer circumferential surface of the lower region of the wooden pillar and the inner circumferential surface of the installation hole, respectively, wherein the plurality of rigid long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the plurality of compressed wood pieces are arranged in the circumferential direction of the wooden pillar with one and the other sides in the thickness direction abutting against the outer circumferential surface of the lower region of the wooden pillar and the inner circumferential surface of the installation hole, respectively.

前記種々の構成において、前記剛性長尺部材は、上端が前記設置孔の上端より下方で終焉するように構成される。
この場合、前記間隙のうち前記剛性長尺部材の上端より上方部分には充填材が充填される。
前記充填材は、例えば、モルタル、グラウト(無収縮モルタル)又は接着剤とすることができる。
In the various configurations , the rigid elongate member is configured such that its upper end terminates below the upper end of the mounting hole.
In this case, the gap is filled with a filler material in a portion above the upper end of the rigid elongated member.
The filler may be, for example, a mortar, a grout (non-shrink mortar) or an adhesive.

記種々の構成において、好ましくは、前記複数の剛性長尺部材は、外形寸法が不変とされた複数の外形不変部材を含み得る。前記複数の外形不変部材は、前記木柱の周方向に離間配置される。前記間隙のうち前記木柱の周方向に関し隣接する外形不変部材の間において、前記複数の圧縮木材が周方向に配列される。
より好ましくは、前記複数の外形不変部材は前記木柱の周方向に等間隔に配置される。
In the various configurations, the plurality of rigid elongated members may preferably include a plurality of shape-unchanging members whose outer dimensions are unchanging. The plurality of shape-unchanging members are spaced apart in the circumferential direction of the wooden pole. The plurality of compressed wooden pieces are arranged in the circumferential direction in the gaps between the shape-unchanging members adjacent in the circumferential direction of the wooden pole.
More preferably, the plurality of shape-invariant members are arranged at equal intervals in the circumferential direction of the wooden pole.

記種々の構成において、好ましくは、前記木柱設置構造は、少なくとも一部が前記設置孔内に位置するように前記木柱に巻き付けられた板状剛性体を有することができる。 In the various configurations described above, the wooden pole installation structure can preferably have a plate-like rigid body wrapped around the wooden pole so that at least a portion of the rigid body is positioned within the installation hole.

より好ましくは、前記板状剛性体は、少なくとも一部が前記圧縮木材と対向するように前記木柱に巻き付けられる。 More preferably, the plate-shaped rigid body is wrapped around the wooden pole so that at least a portion of it faces the compressed wood.

また、本発明は、上方に開く挿入孔を存する状態で基準面上に第1基礎コンクリートを打設する第1打設工程と、上部が上方へ延在して剛性凸部を形成するように剛性部材の下部を前記挿入孔に挿入する剛性部材設置工程と、上方に開き且つ底面から前記剛性凸部が上方へ突出するように形成された設置孔を有する第2基礎コンクリートを前記第1基礎コンクリート上に打設する第2打設工程と、少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記設置孔の底面に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内において立設する木柱立設工程と、長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されている木柱設置方法を提供する。 The present invention also provides a method for constructing a concrete structure comprising the steps of: a first casting step of casting a first foundation concrete on a reference surface with an insertion hole that opens upward; a rigid member installation step of inserting a lower part of a rigid member into the insertion hole so that an upper part of the rigid member extends upward to form a rigid protrusion; a second casting step of casting a second foundation concrete on the first foundation concrete, the second foundation concrete having an installation hole that opens upward and is formed so that the rigid protrusion protrudes upward from the bottom surface; and inserting a wooden pole into the installation hole, the wooden pole having a lower region located within the installation hole that is smaller in diameter than the installation hole and a recess in a base end surface into which the rigid protrusion is engaged, the base end surface of the wooden pole being placed on the bottom surface of the installation hole while the rigid protrusion is engaged in the recess, and the lower region of the wooden pole being inserted into the installation hole. and a long member installation step of inserting a plurality of rigid long members into the gaps so that they are arranged around a lower region of the wooden pillar with their longitudinal directions aligned with the longitudinal direction of the wooden pillar, wherein the plurality of long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the long member installation step is configured to arrange the plurality of plate-shaped compressed wood pieces around the lower region of the wooden pillar with one and the other sides in the thickness direction of the plurality of plate-shaped compressed wood pieces abutting against the outer peripheral surface of the lower region of the wooden pillar and the inner peripheral surface of the installation hole, respectively.

また、本発明は、筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された底板を有し、前記底板のうち前記筒状側板によって囲まれる載置面領域内に上方へ突出された剛性凸部が設けられている型枠部材を支持部材を用いて基準面上に設置する型枠部材設置工程と、少なくとも下部領域が前記筒状側板によって画される設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内において前記底板に立設する木柱立設工程と、長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程と、前記型枠部材設置工程後の任意タイミングにおいて、前記筒状側板の外周を覆うように基準面に基礎コンクリートを打設する打設工程とを備え、前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成され、前記支持部材は、基端部が基準面に載置された状態で前記載置面領域に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記底板の基準面からの設置高さを変更可能とされており、前記型枠部材設置工程の後で且つ前記木柱立設工程の前に、前記複数のボルト部材のうち前記底板より上方へ延びる部分を切断除去するボルト切断工程を備えている木柱設置方法を提供する。 The present invention also provides a method for installing a formwork member, the method comprising: installing a formwork member having a cylindrical side plate and a bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate, the bottom plate having a rigid protrusion protruding upward within a placement surface area surrounded by the cylindrical side plate, on a reference surface using a support member; and inserting a wooden post into the placement hole, the wooden post having at least a lower area smaller in diameter than a placement hole defined by the cylindrical side plates and having a recess in a base end surface into which the rigid protrusion is engaged, A wooden pole erecting step of placing the base end surface of the wooden pole on the bottom plate while engaging the rigid protrusions with the recesses, and erecting the wooden pole on the bottom plate in the installation hole with a gap existing around the entire circumference of the wooden pole between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole; a long member installation step of inserting a plurality of rigid long members into the gap so as to be arranged around the lower region of the wooden pole with the longitudinal direction aligned with the longitudinal direction of the wooden pole; and a pouring step of pouring foundation concrete onto a reference surface so as to cover an outer periphery of the cylindrical side panel, the plurality of long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, the long member installation step is configured to arrange the plurality of plate-shaped compressed wood pieces around a lower region of the wooden column with one side and the other side in the thickness direction of the plurality of plate-shaped compressed wood pieces abutting the outer periphery of the lower region of the wooden column and the inner periphery of the installation hole, respectively, the support member has a plurality of bolt members inserted into bolt through holes formed in the placement surface region with its base end placed on the reference surface, and a plurality of nut members supporting the bottom plate while being screwed into each of the plurality of bolt members, the installation height of the bottom plate from the reference surface being changeable, and a bolt cutting step of cutting and removing portions of the plurality of bolt members extending above the bottom plate after the formwork member installation step and before the wooden column erection step .

また、本発明は、筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された底板を有し、前記底板のうち前記筒状側板によって囲まれる載置面領域内に上方へ突出された剛性凸部が設けられている型枠部材を支持部材を用いて基準面上に設置する型枠部材設置工程と、前記筒状側板の外周を覆うように基準面に基礎コンクリートを打設する打設工程と、前記筒状側板を除去して、基礎コンクリートに上方に開く設置孔を形成する側板除去工程と、少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内において前記底板に立設する木柱立設工程と、長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されている木柱設置方法を提供する。 The present invention also provides a method for installing a formwork member, the formwork member having a cylindrical side plate and a bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate, the bottom plate having a rigid protrusion protruding upward within a placement surface area surrounded by the cylindrical side plate, on a reference surface using a support member; a pouring step of pouring foundation concrete on the reference surface so as to cover an outer periphery of the cylindrical side plate; a side plate removing step of removing the cylindrical side plate to form an installation hole opening upward in the foundation concrete; and a method for inserting a wooden pole into the installation hole, the wooden pole having a lower area located within the installation hole that is smaller in diameter than the installation hole and a base end surface provided with a recess into which the rigid protrusion is to be engaged, the base end surface of the wooden pole being placed on the bottom plate while the rigid protrusion is engaged in the recess. and a long member installation process for inserting a plurality of rigid long members into the gaps so that they are arranged around the lower region of the wooden pillar with their longitudinal directions aligned with the longitudinal direction of the wooden pillar, wherein the plurality of long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the long member installation process is configured to arrange the plurality of plate-shaped compressed wood pieces around the lower region of the wooden pillar with one and the other sides in the thickness direction of the plurality of plate-shaped compressed wood pieces abutting against the outer peripheral surface of the lower region of the wooden pillar and the inner peripheral surface of the installation hole, respectively.

ましくは、前記支持部材は、基端部が基準面に載置された状態で前記底板に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記底板の基準面からの設置高さを変更可能とされる。 Preferably , the support member has a plurality of bolt members inserted into bolt through holes formed in the bottom plate with their base ends placed on a reference surface, and a plurality of nut members supporting the bottom plate while being screwed into each of the plurality of bolt members, so that the installation height of the bottom plate from the reference surface can be changed.

例えば、前記底板が、前記載置面領域から前記木柱を基準にした径方向に関し外方へ延びる延在面領域を有するように構成し、前記ボルト貫通孔を前記延在面領域に形成して、前記複数のボルト部材が前記延在面領域を上下に貫通するように構成し得る。 For example, the bottom plate may be configured to have an extension surface area that extends outward from the mounting surface area in a radial direction relative to the wooden pole, and the bolt through holes may be formed in the extension surface area so that the multiple bolt members pass through the extension surface area in the vertical direction.

これに代えて、前記複数のボルト部材が挿通される前記ボルト貫通孔を前記載置面領域に形成することも可能である。
この場合、前記木柱設置方法には、前記型枠部材設置工程の後で且つ前記木柱立設工程の前に、前記複数のボルト部材のうち前記底板より上方へ延びる部分を切断除去するボルト切断工程が備えられる。
Alternatively, the bolt through holes through which the bolt members are inserted may be formed in the mounting surface area.
In this case, the wooden pillar installation method includes a bolt cutting process, after the formwork member installation process and before the wooden pillar erection process, in which portions of the plurality of bolt members that extend upward from the bottom plate are cut and removed.

また、本発明は、少なくとも一部が上方へ延びるように剛性部材が固着された支持板を支持部材を用いて基準面上に設置する支持板設置工程と、前記支持板を覆いつつ、前記剛性部材の上部が上方へ突出して剛性凸部を形成するように基準面上に第1基礎コンクリートを打設する第1打設工程と、上方に開き且つ底面から前記剛性凸部が上方へ突出するように形成された設置孔を有する第2基礎コンクリートを第1基礎コンクリート上に打設する第2打設工程と、少なくとも下部領域が前記設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底面に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内に立設する木柱立設工程と、長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されている木柱設置方法を提供する。 The present invention also provides a method for constructing a wooden post having a lower portion, a lower portion, and a lower surface of the wooden post, the method comprising the steps of: installing a support plate having a rigid member fixed thereto so that at least a portion of the rigid member extends upward on a reference surface using the support member; a first pouring step of pouring a first base concrete onto the reference surface while covering the support plate so that an upper portion of the rigid member protrudes upward to form a rigid convex portion; a second pouring step of pouring a second base concrete onto the first base concrete, the second base concrete having an installation hole formed so that the second base concrete opens upward and has a bottom surface from which the rigid convex portion protrudes upward; and inserting a wooden post into the installation hole, the wooden post having a lower portion having a smaller diameter than the installation hole and a bottom surface on which a recess into which the rigid convex portion is engaged is provided, the base surface of the wooden post being placed on the bottom surface while the rigid convex portion is engaged with the recess, The present invention provides a wooden pole installation method, comprising: a wooden pole installation step of erecting the wooden pole in the installation hole with a gap existing around the entire circumference of the wooden pole between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole; and a long member installation step of inserting a plurality of rigid long members into the gap so that they are arranged around the lower region of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole, wherein the plurality of long members include a plurality of plate-shaped compressed wood pieces whose thickness direction is the expansion direction, and the long member installation step is configured to arrange the plurality of plate-shaped compressed wood pieces around the lower region of the wooden pole with one and the other sides in the thickness direction of the plurality of plate-shaped compressed wood pieces abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively.

ましくは、前記複数の長尺部材は、前記複数の板状圧縮木材に加えて、外形寸法が不変とされた複数の外形不変部材を有するものとされる。
この場合、前記長尺部材設置工程は、前記複数の外形不変部材を設置する外形不変部材設置処理と、外形不変部材設置処理の後に前記複数の板状圧縮木材を設置する圧縮木材設置処理とを含むものとされる。
Preferably , the plurality of elongated members includes, in addition to the plurality of plate-shaped compressed wooden pieces, a plurality of shape-invariant members whose outer dimensions are invariable.
In this case, the long member installation process includes a shape-invariant member installation process for installing the plurality of shape-invariant members, and a compressed wood installation process for installing the plurality of plate-shaped compressed wood pieces after the shape-invariant member installation process.

前記外形不変部材設置処理は、複数の外形不変部材における前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、複数の外形不変部材を前記木柱の周方向に関し互いに対して離間設置するように構成される。 The installation process for the non-variable components is configured to install the non-variable components at a distance from each other in the circumferential direction of the wooden pole, with the inner and outer sides of the non-variable components in the radial direction relative to the wooden pole abutting against the outer circumferential surface of the lower region of the wooden pole and the inner circumferential surface of the installation hole, respectively.

前記圧縮木材設置処理は、板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、複数の板状圧縮木材を前記間隙のうち周方向に関し隣接する外形不変部材の間の領域において前記木柱の周りに配列させるように構成される。 The compressed wood installation process is configured to arrange multiple pieces of compressed wood around the wooden pole in the area between adjacent non-changing components in the circumferential direction of the gap, with one side and the other side of the plank-shaped compressed wood in the thickness direction abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively.

ましくは、前記木柱設置方法は、前記長尺部材設置工程の後に、前記複数の板状圧縮木材に水分を含浸させる水分含浸工程を含むことができる。 Preferably , the wooden pole installation method can include a moisture impregnation step of impregnating the plurality of plank-shaped compressed wood pieces with moisture after the long member installation step.

本発明によれば、木柱が単独設置される場合又は設置される木柱が低数本の場合であっても、木柱に径方向外方に開く係入溝を形成することなく、設置強度を確保した状態で基礎コンクリート上に木柱を設置することができ、さらに、基礎コンクリートを破壊すること無く設置木柱の交換を可能とする。 According to the present invention, even when a single wooden pole is installed or when only a few wooden poles are installed, it is possible to install the wooden pole on the concrete foundation while ensuring the installation strength without forming an engagement groove that opens radially outward in the wooden pole, and furthermore, it is possible to replace the installed wooden pole without destroying the concrete foundation.

図1は、本発明の実施の形態1に係る木柱設置構造の縦断面図である。FIG. 1 is a vertical cross-sectional view of a wooden pole installation structure according to a first embodiment of the present invention. 図2は、図1におけるII-II線II部拡大図である。FIG. 2 is an enlarged view of a portion II taken along line II-II in FIG. 図3は、図2におけるIII-III線に沿った断面図である。FIG. 3 is a cross-sectional view taken along line III-III in FIG. 図4は、実施の形態1に係る木柱設置構造における木柱及び複数の剛性長尺部材の斜視図である。FIG. 4 is a perspective view of a wooden pole and a plurality of rigid elongated members in the wooden pole installation structure according to the first embodiment. 図5(a)及び(b)は、実施の形態1に係る木柱設置構造を製造する為の木柱設置方法(第1製造方法)における打設工程を示す縦断面図である。5(a) and (b) are vertical cross-sectional views showing a concrete pouring process in a wooden pole installation method (first manufacturing method) for manufacturing a wooden pole installation structure according to embodiment 1. 図6は、前記木柱設置工程後の状態を示す縦断面図である。FIG. 6 is a vertical cross-sectional view showing the state after the wooden pole installation step. 図7は、図6におけるVII-VII線に沿った断面図である。FIG. 7 is a cross-sectional view taken along line VII-VII in FIG. 図8は、前記第1木柱設置方法における外形不変部材設置処理後の状態の前記木柱設置構造の縦断面図である。FIG. 8 is a vertical cross-sectional view of the wooden pole installation structure in a state after a shape-invariant member installation process in the first wooden pole installation method. 図9は、図8におけるIX-IX線に沿った断面図である。FIG. 9 is a cross-sectional view taken along line IX-IX in FIG. 図10は、前記実施の形態1の変形例に係る木柱設置構造の縦断面図であり、図1に対応した断面を示している。FIG. 10 is a vertical cross-sectional view of a wooden pole installation structure according to a modified example of the first embodiment, showing a cross section corresponding to FIG. 図11は、前記実施の形態1の変形例に係る木柱設置構造の縦断面図であり、図3に対応した断面を示している。FIG. 11 is a vertical cross-sectional view of a wooden pole installation structure according to a modified example of the first embodiment, showing a cross section corresponding to FIG. 図12は、本発明の実施の形態2に係る木柱設置構造の縦断面図である。FIG. 12 is a vertical cross-sectional view of a wooden pole installation structure according to the second embodiment of the present invention. 図13は、図12におけるXIII-XIII線に沿った断面図である。FIG. 13 is a cross-sectional view taken along line XIII-XIII in FIG. 図14は、実施の形態2に係る木柱設置構造を製造する為の木柱設置方法(第2木柱設置方法)における支持部材設置工程後の状態を示す縦断面図である。FIG. 14 is a vertical cross-sectional view showing a state after a support member installation step in a wooden pole installation method (second wooden pole installation method) for manufacturing a wooden pole installation structure according to embodiment 2. As shown in FIG. 図15は、第2木柱設置方法における打設工程後の状態を示す縦断面図である。FIG. 15 is a vertical cross-sectional view showing the state after the casting process in the second wooden pole installation method. 図16は、第2木柱設置方法における木柱立設工程後の状態を示す縦断面図である。FIG. 16 is a vertical cross-sectional view showing the state after the wooden pole erection step in the second wooden pole installation method. 図17は、第2木柱設置方法における長尺部材設置工程の状態を示す縦断面図である。FIG. 17 is a vertical cross-sectional view showing the state of the long member installation step in the second wooden pole installation method. 図18は、実施の形態2の変形例に係る木柱設置構造の縦断面図である。FIG. 18 is a vertical cross-sectional view of a wooden pole installation structure according to a modified example of the second embodiment. 図19は、図18におけるXIX-XIX線に沿った断面図である。FIG. 19 is a cross-sectional view taken along line XIX-XIX in FIG. 図20は、実施の形態2の変形例に係る木柱設置構造を製造する為の木柱設置方法(第2木柱設置方法の変形例)における側板除去工程後の状態を示す縦断面図である。FIG. 20 is a vertical cross-sectional view showing the state after the side panel removing step in the wooden pole installation method (a modified example of the second wooden pole installation method) for manufacturing a wooden pole installation structure according to a modified example of the second embodiment. 図21は、第2木柱設置方法の変形例における木柱立設工程後の状態を示す縦断面図である。FIG. 21 is a vertical cross-sectional view showing the state after the wooden pole erection step in a modified example of the second wooden pole installation method. 図22は、第2木柱設置方法の変形例における長尺部材設置工程後の状態を示す縦断面図である。FIG. 22 is a vertical cross-sectional view showing the state after the long member installation step in a modified example of the second wooden pole installation method. 図23は、本発明の実施の形態3に係る木柱設置構造の縦断面図である。FIG. 23 is a vertical cross-sectional view of a wooden pole installation structure according to the third embodiment of the present invention. 図24は、図23におけるXXIV-XXIV線に沿った断面図である。FIG. 24 is a cross-sectional view taken along line XXIV-XXIV in FIG. 図25は、実施の形態3に係る木柱設置構造を製造する為の木柱設置方法(第3木柱設置方法)における型枠部材設置工程後の状態を示す縦断面図である。FIG. 25 is a vertical cross-sectional view showing the state after the formwork member installation process in a wooden post installation method (third wooden post installation method) for manufacturing a wooden post installation structure according to embodiment 3. 図26は、第3木柱設置方法におけるボルト切断工程後の状態を示す縦断面図である。FIG. 26 is a vertical cross-sectional view showing the state after the bolt cutting process in the third wooden pole installation method. 図27は、第3木柱設置方法における打設工程後の状態を示す縦断面図である。FIG. 27 is a vertical cross-sectional view showing the state after the casting process in the third wooden pillar installation method. 図28は、第3木柱設置方法における木柱立設工程後の状態を示す縦断面図である。FIG. 28 is a vertical cross-sectional view showing the state after the wooden pole erection step in the third wooden pole installation method. 図29は、第3木柱設置方法における長尺部材設置工程後の状態を示す縦断面図である。FIG. 29 is a vertical cross-sectional view showing the state after the long member installation step in the third wooden pole installation method. 図30は、実施の形態3の変形例に係る木柱設置構造の縦断面図である。FIG. 30 is a vertical cross-sectional view of a wooden pole installation structure according to a modified example of the third embodiment. 図31は、図30におけるXXXI-XXXI線に沿った断面図である。31 is a cross-sectional view taken along line XXXI-XXXI in FIG. 30. FIG. 図32は、実施の形態3の変形例に係る木柱設置構造を製造する為の木柱設置方法(第3木柱設置方法の変形例)における側板除去工程後の状態を示す縦断面図である。FIG. 32 is a vertical cross-sectional view showing the state after the side panel removal step in a wooden pole installation method (a modified example of the third wooden pole installation method) for manufacturing a wooden pole installation structure according to a modified example of embodiment 3. 図33は、第3木柱設置方法の変形例における木柱立設工程後の状態を示す縦断面図である。FIG. 33 is a vertical cross-sectional view showing the state after the wooden pole erection step in a modified example of the third wooden pole installation method. 図34は、第3木柱設置方法の変形例における長尺部材設置工程後の状態を示す縦断面図である。FIG. 34 is a vertical cross-sectional view showing the state after the long member installation process in a modified example of the third wooden pole installation method. 図35は、本発明の実施の形態4に係る木柱設置構造の縦断面図である。FIG. 35 is a vertical cross-sectional view of a wooden pole installation structure according to embodiment 4 of the present invention. 図36は、図35におけるXXXVI-XXXVI線に沿った断面図である。36 is a cross-sectional view taken along line XXXVI-XXXVI in FIG. 35. FIG. 図37は、実施の形態4の変形例に係る木柱設置構造の縦断面図である。FIG. 37 is a vertical cross-sectional view of a wooden pole installation structure according to a modified example of the fourth embodiment. 図38は、図37におけるXXXVIII-XXXVIII線に沿った断面図である。38 is a cross-sectional view taken along line XXXVIII-XXXVIII in FIG. 37. FIG. 図39は、実施の形態4の他の変形例に係る木柱設置構造の縦断面図である。FIG. 39 is a vertical cross-sectional view of a wooden pole installation structure according to another modified example of the fourth embodiment. 図40は、図39におけるXXXX-XXXX線に沿った断面図である。40 is a cross-sectional view taken along line XXXX-XXXX in FIG. 図41は、本発明の実施の形態5に係る木柱設置構造の縦断面図である。FIG. 41 is a vertical cross-sectional view of a wooden pole installation structure according to embodiment 5 of the present invention. 図42は、図41におけるXXXXII-XXXXII線に沿った断面図である。42 is a cross-sectional view taken along line XXXXII-XXXXII in FIG. 41. FIG. 図43は、実施の形態5に係る木柱設置構造を製造する為の木柱設置方法(第5木柱設置方法)における支持板設置工程後の状態を示す縦断面図である。FIG. 43 is a vertical cross-sectional view showing the state after the support plate installation step in the wooden pole installation method (fifth wooden pole installation method) for manufacturing a wooden pole installation structure in accordance with embodiment 5. 図44は、第5木柱設置方法における支持板設置工程後の状態を示す平面図である。Figure 44 is a plan view showing the state after the support plate installation step in the fifth wooden pillar installation method. 図45は、第5木柱設置方法における第1打設工程後の状態を示す縦断面図である。Figure 45 is a vertical cross-sectional view showing the state after the first casting step in the fifth wooden pillar installation method. 図46は、第5木柱設置方法における第2打設工程後の状態を示す縦断面図である。Figure 46 is a vertical cross-sectional view showing the state after the second casting step in the fifth wooden pillar installation method. 図47は、第5木柱設置方法における木柱立設工程後の状態を示す縦断面図である。FIG. 47 is a vertical cross-sectional view showing the state after the wooden pole erection step in the fifth wooden pole installation method. 図48は、板状剛性体を備えた、前記実施の形態1の他の変形例に係る木柱設置構造の縦断面図である。FIG. 48 is a vertical cross-sectional view of a wooden pole installation structure according to another modified example of the first embodiment, which is provided with a plate-shaped rigid body. 図49は、図48におけるXXXXIX-XXXXIX線に沿った断面図である。49 is a cross-sectional view taken along line XXXXIX-XXXXIX in FIG. 48. FIG.

実施の形態1
以下、本発明に係る木柱設置構造の一実施の形態について、添付図面を参照しつつ説明する。
図1に、本実施の形態に係る木柱設置構造1Aの縦断面図を示す。
また、図2及び図3に、それぞれ、図1におけるII-II線及び図2におけるIII-III線に沿った断面図を示す。
First embodiment
Hereinafter, an embodiment of a wooden pole installation structure according to the present invention will be described with reference to the accompanying drawings.
FIG. 1 shows a vertical cross-sectional view of a wooden pole installation structure 1A according to this embodiment.
2 and 3 are cross-sectional views taken along lines II-II in FIG. 1 and III-III in FIG. 2, respectively.

前記木柱設置構造1Aは、基礎コンクリート上に木柱を立設するように構成されている。 The wooden pole installation structure 1A is configured to erect wooden poles on a concrete foundation.

詳しくは、図1~図3に示すように、前記木柱設置構造は、上方に開く設置孔90が形成された基礎コンクリート10と、前記設置孔90内に立設される木柱20と、前記設置孔90の底面及び前記木柱20の基端面の一方及び他方にそれぞれ直接又は間接的に設けられる剛性凸部30及び凹部40とを有している。 More specifically, as shown in Figures 1 to 3, the wooden pole installation structure has a concrete foundation 10 in which an installation hole 90 that opens upward is formed, a wooden pole 20 that is erected in the installation hole 90, and a rigid convex portion 30 and a concave portion 40 that are provided directly or indirectly on one side and the other side of the bottom surface of the installation hole 90 and the base end surface of the wooden pole 20, respectively.

前記木柱20は、少なくとも前記設置孔90内に位置する下部領域22が前記設置孔90よりも小径とされている。
即ち、前記木柱20を前記設置孔90に立設させた状態において、前記木柱20の下部領域22の外周面と前記設置孔90の内周面との間には、前記木柱90の全周に亘って間隙95が存在するようになっている。
At least a lower region 22 of the wooden pole 20 located within the installation hole 90 has a smaller diameter than the installation hole 90 .
In other words, when the wooden pillar 20 is erected in the installation hole 90, a gap 95 exists between the outer peripheral surface of the lower region 22 of the wooden pillar 20 and the inner peripheral surface of the installation hole 90 around the entire circumference of the wooden pillar 90.

本実施の形態においては、図1等に示すように、前記剛性凸部30は前記設置孔90の底面に設けられており、前記凹部40は前記木柱20の基端面に設けられている。 In this embodiment, as shown in FIG. 1, the rigid protrusion 30 is provided on the bottom surface of the installation hole 90, and the recess 40 is provided on the base end surface of the wooden pole 20.

前記剛性凸部30及び前記凹部40は、前記剛性凸部30を前記凹部40に係入させつつ前記木柱20の基端面を前記設置孔90の底面に載置させた状態において前記木柱20の下部領域22の外周面と前記設置孔90の内周面との間に全周に亘って前記間隙95が存するように位置設定されている。
本実施の形態においては、図2等に示すように、前記剛性凸部30は、前記設置孔90の中心に設けられており、前記凹部40は、前記木柱20の中心軸線に設けられている。
The rigid convex portion 30 and the concave portion 40 are positioned so that when the rigid convex portion 30 is engaged with the concave portion 40 and the base end surface of the wooden pole 20 is placed on the bottom surface of the installation hole 90, the gap 95 exists around the entire circumference between the outer surface of the lower region 22 of the wooden pole 20 and the inner surface of the installation hole 90.
In this embodiment, as shown in FIG. 2 etc., the rigid convex portion 30 is provided at the center of the installation hole 90 , and the concave portion 40 is provided on the central axis of the wooden pole 20 .

前記剛性凸部30は、ステンレス等の所定の剛性を有する部材によって形成されている。
本実施の形態においては、図1等に示すように、前記剛性凸部30は、上部が前記設置孔90の底面から上方へ延在され且つ下部が基礎コンクリート10中に埋設されたステンレス等の剛性部材35の前記上部によって形成されている。
The rigid convex portion 30 is formed of a material having a predetermined rigidity, such as stainless steel.
In this embodiment, as shown in Figure 1, the rigid convex portion 30 is formed by the upper part of a rigid member 35 such as stainless steel, the upper part of which extends upward from the bottom surface of the installation hole 90 and the lower part of which is embedded in the foundation concrete 10.

前記木柱設置構造1Aは、さらに、前記木柱20の下部領域22の回りに周方向に沿って配列するように前記間隙95に挿入された複数の剛性長尺部材50を有している。 The wooden pole installation structure 1A further includes a plurality of rigid elongated members 50 inserted into the gap 95 so as to be arranged circumferentially around the lower region 22 of the wooden pole 20.

図4に、前記木柱20及び前記複数の剛性長尺部材50の斜視図を示す。
図1~図4に示すように、前記複数の剛性長尺部材50は、長手方向が前記木柱20の長手方向に沿い且つ前記木柱20を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱20の下部領域22の外周面及び前記設置孔90の内周面に当接された状態で、前記木柱20の周方向に配列されるように前記間隙95内に挿入されている。
図2に示すように、本実施の形態においては、24本の前記剛性長尺部材50が前記木柱20の周方向に配列されている。
FIG. 4 shows a perspective view of the wooden pole 20 and the plurality of rigid elongated members 50.
As shown in Figures 1 to 4, the multiple rigid elongated members 50 are inserted into the gaps 95 so as to be arranged circumferentially around the wooden pillar 20, with their longitudinal direction aligned with the longitudinal direction of the wooden pillar 20 and their inner and outer sides in the radial direction based on the wooden pillar 20 abutting the outer peripheral surface of the lower region 22 of the wooden pillar 20 and the inner peripheral surface of the installation hole 90, respectively.
As shown in FIG. 2, in this embodiment, twenty-four of the rigid elongated members 50 are arranged in the circumferential direction of the wooden pole 20 .

前記複数の長尺部材50は、板厚方向が膨張方向とされた複数の板状圧縮木材52を含んでいる。
前記複数の圧縮木材52は、板厚方向一方側及び他方側がそれぞれ前記木柱20の下部領域22の外周面及び前記設置孔90の内周面に当接された状態で、前記木柱20の周方向に配列されている。
The plurality of long members 50 include a plurality of compressed wooden boards 52 whose thickness direction is the expansion direction.
The multiple compressed wooden pieces 52 are arranged circumferentially around the wooden post 20 with one side and the other side in the board thickness direction abutting the outer peripheral surface of the lower region 22 of the wooden post 20 and the inner peripheral surface of the installation hole 90, respectively.

圧縮木材52は、例えば、密閉環境下において所望形状の板状木材を90℃の温度で十分な時間をかけて圧密させることによって形成できる。これに代えて、圧縮木材52は、解放環境下において所望形状の板状木材を110℃~130℃で圧密させることによって形成することも可能である。かかる形成方法によれば、構造強度を損なうことなく、変形回復機能を有する圧縮木材を効率よく形成することができる。 Compressed wood 52 can be formed, for example, by compressing a plank of wood of the desired shape in a sealed environment at a temperature of 90°C for a sufficient amount of time. Alternatively, compressed wood 52 can be formed by compressing a plank of wood of the desired shape in an open environment at 110°C to 130°C. This method of formation makes it possible to efficiently form compressed wood with deformation recovery properties without compromising the structural strength.

斯かる構成の前記木柱設置構造1Aによれば、前記剛性凸部30及び前記凹部40によって前記設置孔90に対する前記木柱20の径方向位置が所望位置に固定された状態で、前記木柱20を前記複数の圧縮木材52の膨張作用によって前記設置孔90内で強固に立設支持することができる。 With the wooden pole installation structure 1A configured as described above, the wooden pole 20 can be firmly supported upright in the installation hole 90 by the expansion action of the multiple compressed wooden pieces 52, while the radial position of the wooden pole 20 relative to the installation hole 90 is fixed at the desired position by the rigid convex portion 30 and the concave portion 40.

さらに、前記木柱20に径方向外方へ開く係入溝を形成する必要が無いため、小径の木柱20に対しても有効に適用することができる。
また、一又は複数の前記圧縮木材52を取り除くことにより、基礎コンクリート10を破壊することなく、前記木柱20を基礎コンクリート10から取り外すことができる。
Furthermore, since there is no need to form an engagement groove that opens radially outward in the wooden pole 20, the present invention can be effectively applied to a wooden pole 20 with a small diameter.
Furthermore, by removing one or more of the compressed wooden pieces 52, the wooden pillar 20 can be removed from the concrete foundation 10 without destroying the concrete foundation 10.

図1~図4に示すように、本実施の形態においては、前記複数の長尺部材50の一部は、外形寸法が不変とされた複数の外形不変部材55とされている。
即ち、本実施の形態においては、前記複数の長尺部材50は、前記複数の板状圧縮木材52と、前記複数の外形不変部材55とを含んでいる。
As shown in FIGS. 1 to 4, in this embodiment, some of the plurality of elongated members 50 are formed as a plurality of shape-invariant members 55 whose outer dimensions are invariable.
That is, in this embodiment, the plurality of long members 50 include the plurality of plate-shaped compressed wood pieces 52 and the plurality of shape-invariant members 55 .

前記外形不変部材55は、外形寸法が不変とされた材質、例えば、ステンレス、鉄又は強化プラスチック等によって形成される。 The shape-invariant member 55 is made of a material whose outer dimensions are invariable, such as stainless steel, iron, or reinforced plastic.

図2及び図4に示すように、前記複数の外形不変部材55は、前記木柱20の周方向に離間配置されており、前記間隙95のうち前記木柱20の周方向に関し隣接する外形不変部材55の間において、前記複数の圧縮木材52が周方向に配列されている。 As shown in Figures 2 and 4, the multiple shape-unchanging members 55 are spaced apart in the circumferential direction of the wooden pole 20, and the multiple compressed wood pieces 52 are arranged in the circumferential direction between the shape-unchanging members 55 adjacent to each other in the gap 95 in the circumferential direction of the wooden pole 20.

このように、周方向に離間配置された前記複数の外形不変部材55を備えることにより、前記間隙95の径方向幅を前記木柱20の全周に亘って同一乃至は略同一とすることができ、前記木柱20の良好な立設姿勢を得ることができる。 In this way, by providing the plurality of shape-unchanging members 55 spaced apart in the circumferential direction, the radial width of the gap 95 can be made uniform or approximately uniform around the entire circumference of the wooden pole 20, and a good standing posture of the wooden pole 20 can be obtained.

好ましくは、前記複数の外形不変部材55は、前記木柱20の周方向に等間隔に配設される。
図2に示すように、本実施の形態においては、4本の前記外形不変部材55が前記木柱20の周方向に90度間隔で配設されている。
当然ながら、2本又は3本等の4本とは異なる本数の前記外形不変部材55を前記木柱20の周方向に等間隔に配設することも可能である。
Preferably, the plurality of shape-invariant members 55 are disposed at equal intervals in the circumferential direction of the wooden pole 20 .
As shown in FIG. 2, in this embodiment, four of the shape-unchanging members 55 are disposed at 90 degree intervals in the circumferential direction of the wooden pole 20.
Of course, it is also possible to arrange the shape-invariant members 55 in a number other than four, such as two or three, at equal intervals in the circumferential direction of the wooden pole 20 .

なお、当然ながら、前記複数の長尺部材50の全てを前記複数の板状圧縮木材52とすることも可能である。 Of course, it is also possible for all of the plurality of long members 50 to be the plurality of plate-shaped compressed wood pieces 52.

以下、前記木柱設置構造の製造方法(木柱設置方法)について説明する。
前記木柱設置方法は、上方に開く設置孔90を有し、且つ、前記設置孔90の底面に上方へ突出する剛性凸部30が設けられるように基礎コンクリート10を打設する打設工程を有している。
A method for manufacturing the wooden pole installation structure (wooden pole installation method) will be described below.
The wooden pole installation method has an installation hole 90 that opens upward, and includes a pouring step of pouring foundation concrete 10 so that a rigid protrusion 30 that protrudes upward is provided on the bottom surface of the installation hole 90.

本実施の形態においては、前記打設工程は、上方に開き且つ前記剛性部材35の下部が挿入可能とされた挿入孔36が存するように基準面12(例えば、捨てコンクリートの上面)に第1基礎コンクリート10(1)を所定厚みで打設する第1打設工程(図5(a))と、上部が上方へ延在して前記剛性凸部30を形成するように前記剛性部材35の下部を前記挿入孔36に挿入する剛性部材設置工程(図5(a))と、上方に開き且つ底面から前記剛性凸部30が上方へ突出するように形成された前記設置孔90を有する第2基礎コンクリート10(2)を前記第1基礎コンクリート10(1)の上面に打設する第2打設工程(図5(b))とを含んでいる。
なお、前記剛性部材35の下部と前記挿入孔36との間に隙間が存在する場合には、モルタル等の充填材を充填することができる。
また、前記設置孔90は、例えば、前記第1基礎コンクリート10上に前記設置孔90に相当する大きさのスペーサ(図示せず)を設置した状態で前記第2基礎コンクリート20を打設し、その後に、前記スペーサを除去することによって効率的に形成することができる。
In this embodiment, the casting process includes a first casting process (Figure 5(a)) of casting a first foundation concrete 10(1) to a predetermined thickness on a reference surface 12 (e.g., the top surface of a basing concrete) so that there is an insertion hole 36 that opens upward and into which the lower part of the rigid member 35 can be inserted, a rigid member installation process (Figure 5(a)) of inserting the lower part of the rigid member 35 into the insertion hole 36 so that the upper part extends upward to form the rigid convex portion 30, and a second casting process (Figure 5(b)) of casting a second foundation concrete 10(2) having the installation hole 90 that opens upward and is formed so that the rigid convex portion 30 protrudes upward from the bottom surface onto the top surface of the first foundation concrete 10(1).
If a gap exists between the lower portion of the rigid member 35 and the insertion hole 36, it can be filled with a filler such as mortar.
In addition, the installation hole 90 can be efficiently formed, for example, by pouring the second foundation concrete 20 while a spacer (not shown) of a size corresponding to the installation hole 90 is placed on the first foundation concrete 10, and then removing the spacer.

前記木柱設置方法は、さらに、木柱立設工程を有している。
図6に、前記木柱立設工程後の前記木柱設置構造1Aの縦断面図を示す。
また、図7に、図6におけるVII-VII線に沿った断面図を示す。
The wooden pole installation method further includes a wooden pole erection step.
FIG. 6 shows a vertical cross-sectional view of the wooden pole installation structure 1A after the wooden pole erection step.
FIG. 7 is a cross-sectional view taken along line VII-VII in FIG.

図5~図7に示すように、前記木柱立設工程は、少なくとも前記設置孔90内に位置する下部領域22が前記設置孔90よりも小径とされ且つ基端面に前記剛性凸部30が係入される凹部40が設けられた木柱20を前記設置孔90に挿入して、前記剛性凸部30を前記凹部40に係入させつつ前記木柱20の基端面を前記設置孔90の底面に載置させて、前記木柱20の下部領域22の外周面と前記設置孔90の内周面との間に前記木柱20の全周に亘って間隙95が存する状態で前記木柱20を前記設置孔90内において立設させるように構成されている。 As shown in Figures 5 to 7, the wooden pole erection process is configured to insert a wooden pole 20, at least the lower region 22 located within the installation hole 90, into the installation hole 90, the lower region 22 of which has a smaller diameter than the installation hole 90 and a recess 40 in the base end surface into which the rigid protrusion 30 is engaged, and place the base end surface of the wooden pole 20 on the bottom surface of the installation hole 90 while engaging the rigid protrusion 30 with the recess 40, so that a gap 95 exists between the outer peripheral surface of the lower region 22 of the wooden pole 20 and the inner peripheral surface of the installation hole 90 around the entire circumference of the wooden pole 20, and erect the wooden pole 20 in the installation hole 90.

前記木柱設置方法は、前記木柱立設工程後に、長手方向が前記木柱20の長手方向に沿った状態で前記木柱20の下部領域22の周りに配列されるように、前記複数の剛性長尺部材50を前記間隙95内に挿入する長尺部材設置工程を有している。 The wooden pole installation method includes a long member installation process in which, after the wooden pole erection process, the plurality of rigid long members 50 are inserted into the gap 95 so that they are arranged around the lower region 22 of the wooden pole 20 with their longitudinal direction aligned with the longitudinal direction of the wooden pole 20.

前述の通り、本実施の形態においては、前記複数の長尺部材50は、前記複数の圧縮木材52及び前記複数の外形不変部材55を有している。 As described above, in this embodiment, the plurality of elongated members 50 includes the plurality of compressed wood pieces 52 and the plurality of shape-invariant members 55.

この場合、前記長尺部材設置工程は、前記複数の外形不変部材55を設置する外形不変部材設置処理と、外形不変部材設置処理の後に前記複数の板状圧縮木材52を設置する圧縮木材設置処理と有するものとされる。 In this case, the long member installation process includes a shape-invariant member installation process for installing the plurality of shape-invariant members 55, and a compressed wood installation process for installing the plurality of planar compressed wood pieces 52 after the shape-invariant member installation process.

図8に、前記外形不変部材設置処理後の前記木柱設置構造1Aの縦断面図を示す。
また、図9に、図8におけるIX-IX線に沿った断面図を示す。
FIG. 8 shows a vertical cross-sectional view of the wooden pole installation structure 1A after the shape-invariant member installation process.
FIG. 9 is a cross-sectional view taken along line IX-IX in FIG.

図9に示すように、前記外形不変部材設置処理は、前記複数の外形不変部材55における前記木柱20を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱20の下部領域22の外周面及び前記設置孔90の内周面に当接された状態で、前記複数の外形不変部材55を前記木柱20の周方向に関し互いに対して離間設置するように構成されている。 As shown in FIG. 9, the installation process of the non-variable-shape members is configured to install the non-variable-shape members 55 at a distance from each other in the circumferential direction of the wooden pole 20, with the inner and outer sides of the non-variable-shape members 55 in the radial direction based on the wooden pole 20 being in contact with the outer circumferential surface of the lower region 22 of the wooden pole 20 and the inner circumferential surface of the installation hole 90, respectively.

本実施の形態においては、前記複数の外形不変部材55は前記木柱20の周方向に関し等間隔に配設されている。 In this embodiment, the multiple shape-invariant members 55 are arranged at equal intervals around the circumference of the wooden pole 20.

前記外形不変部材55は、ステンレス、鉄又は強化プラスチック等の外形が変形しない材料によって形成されており、従って、前記外形不変部材設置処理後の状態においては、前記木柱20の下部領域22の外周面と前記設置孔90の内周面との間の前記間隙95の径方向距離は、前記木柱20の全周に亘って同一又は略同一となる。 The shape-unchanging member 55 is made of a material whose shape does not change, such as stainless steel, iron, or reinforced plastic, and therefore, after the shape-unchanging member installation process, the radial distance of the gap 95 between the outer peripheral surface of the lower region 22 of the wooden pole 20 and the inner peripheral surface of the installation hole 90 is the same or approximately the same around the entire circumference of the wooden pole 20.

前記圧縮木材設置処理は、前記複数の板状圧縮部材52を、当該板状圧縮木材52の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域22の外周面及び前記設置孔90の内周面に当接された状態で、前記間隙95のうち周方向に関し隣接する外形不変部材55の間の領域において前記木柱20の周りに配列させるように構成されており、これにより、図2に示す状態が現出される。 The compressed wood installation process is configured to arrange the multiple plate-shaped compressed members 52 around the wooden pole 20 in the area between adjacent shape-unchanging members 55 in the circumferential direction of the gap 95, with one side and the other side of the plate-thickness direction of the plate-shaped compressed wood 52 abutting against the outer peripheral surface of the lower region 22 of the wooden pole and the inner peripheral surface of the installation hole 90, respectively, thereby creating the state shown in Figure 2.

なお、本実施の形態においては、前記複数の長尺部材50の長手方向長さは前記設置孔90の深さと同一とされている。
即ち、図1及び図3等に示すように、前記複数の長尺部材50の上端は、基礎コンクリート10の上面と略同一位置に位置されている。
In this embodiment, the longitudinal length of the plurality of elongated members 50 is the same as the depth of the installation hole 90 .
That is, as shown in Figures 1 and 3, the upper ends of the multiple elongated members 50 are positioned at approximately the same position as the upper surface of the foundation concrete 10.

前記長尺部材50に代えて、長手方向長さが前記設置孔の深さよりも短い長尺部材50’(板状圧縮木材52’及び外形不変部材55’)を用いることも可能である。 Instead of the long member 50, it is also possible to use a long member 50' (a plate-shaped compressed wood 52' and a shape-unchanging member 55') whose longitudinal length is shorter than the depth of the installation hole.

図10及び図11に、前記長尺部材50’を用いた変形例に係る木柱設置構造1Bの縦断面図を示す。
図10及び図11は、それぞれ、図1及び図3に対応した図である。
なお、図10及び図11において、本実施の形態におけると同一部材には同一符号を付している。
10 and 11 are longitudinal sectional views of a wooden pole installation structure 1B according to a modified example in which the long member 50' is used.
10 and 11 are views corresponding to FIGS. 1 and 3, respectively.
10 and 11, the same members as those in this embodiment are denoted by the same reference numerals.

図10及び図11に示すように、前記木柱設置構造1Bにおいては、前記長尺部材50’の上端は前記設置孔90の上端より下方で終焉しており、前記間隙95のうち前記長尺部材50’の上端より上方部分には充填材60が充填されている。
充填材60としては、例えば、モルタル、グラウト(無収縮モルタル)又は接着剤を用いることができる。
As shown in Figures 10 and 11, in the wooden pillar installation structure 1B, the upper end of the long member 50' terminates below the upper end of the installation hole 90, and the portion of the gap 95 above the upper end of the long member 50' is filled with filling material 60.
As the filler 60, for example, mortar, grout (non-shrink mortar), or adhesive can be used.

斯かる変形例においては、設置後に地震等によって木柱20に大きな衝撃力が加わった場合に、衝撃力の方向に応じた位置で充填材60が損傷することになる。
従って、充填材60の損傷個所から、衝撃を受けた長尺部材50’を適切に特定することができ、その長尺部材50’の交換乃至は修繕を効率的に行うことができる。
In such a modified example, if a large impact force is applied to the wooden pole 20 due to an earthquake or the like after installation, the filler material 60 will be damaged at a position according to the direction of the impact force.
Therefore, the long member 50' that received the impact can be appropriately identified from the damaged portion of the filler 60, and the long member 50' can be efficiently replaced or repaired.

実施の形態2
以下、本発明の他の実施の形態に係る木柱設置構造2Aについて、添付図面を参照しつつ説明する。
図12に、本実施の形態に係る木柱設置構造2Aの縦断面図を示す。
また、図13に、図12におけるXIII-XIII線に沿った断面図を示す。
なお、図中、前記実施の形態1と同一部材には同一符号を付して、その説明を適宜省略する。
Embodiment 2
Hereinafter, a wooden pole installation structure 2A according to another embodiment of the present invention will be described with reference to the accompanying drawings.
FIG. 12 shows a vertical cross-sectional view of a wooden pole installation structure 2A according to this embodiment.
FIG. 13 is a cross-sectional view taken along line XIII-XIII in FIG.
In the drawings, the same members as those in the first embodiment are given the same reference numerals, and the description thereof will be omitted as appropriate.

本実施の形態に係る木柱設置構造2Aは型枠部材100を有している点において、主として前記実施の形態1に係る木柱設置構造1Aと相違している。 The wooden pole installation structure 2A of this embodiment differs from the wooden pole installation structure 1A of the first embodiment mainly in that it has a formwork member 100.

即ち、前記木柱設置構造2Aは、前記型枠部材100と、基準面12上で前記型枠部材100を支持する支持部材150と、前記基礎コンクリート10と、前記木柱20と、前記剛性凸部30及び前記凹部40と、前記複数の剛性長尺部材50とを有している。 That is, the wooden pillar installation structure 2A includes the formwork member 100, a support member 150 that supports the formwork member 100 on the reference plane 12, the foundation concrete 10, the wooden pillar 20, the rigid convex portion 30, the concave portion 40, and the plurality of rigid long members 50.

図12及び図13に示すように、前記型枠部材100は、筒状側板110と、前記筒状側板110の下端開口を閉塞するように前記筒状側板110に連結された剛性の底板120とを有している。 As shown in Figures 12 and 13, the formwork member 100 has a cylindrical side plate 110 and a rigid bottom plate 120 connected to the cylindrical side plate 110 so as to close the lower end opening of the cylindrical side plate 110.

前記底板120は、例えば、ステンレス又は鉄によって形成される。
前記筒状側板110は、例えば、ステンレス、鉄又はプラスチックによって形成される。
The bottom plate 120 is made of, for example, stainless steel or iron.
The cylindrical side plate 110 is made of, for example, stainless steel, iron, or plastic.

本実施の形態においては、前記筒状側板110及び前記底板120によって、前記木柱20の設置孔90が形成される。
即ち、前記筒状側板110の内周面が前記設置孔90の内周面を形成し、前記底板120の上面のうち前記筒状側板110によって囲まれる載置面領域122が前記設置孔90の底面を形成する。
In this embodiment, the cylindrical side plate 110 and the bottom plate 120 form an installation hole 90 for the wooden pole 20 .
That is, the inner peripheral surface of the cylindrical side plate 110 forms the inner peripheral surface of the installation hole 90 , and a mounting surface area 122 of the upper surface of the bottom plate 120 surrounded by the cylindrical side plate 110 forms the bottom surface of the installation hole 90 .

前記支持部材150は、基礎コンクリート10が打設される基準面12(例えば、捨てコンクリートの上面)上において、前記筒状側板110の上端開口が上方を向くように前記型枠部材100を支持する。
本実施の形態においては、前記支持部材150は、基準面12に対する前記底板120の設置高さを変更可能とされている。
The support member 150 supports the formwork member 100 so that the upper end opening of the cylindrical side panel 110 faces upward on a reference surface 12 (e.g., the top surface of the basin concrete) on which the foundation concrete 10 is poured.
In this embodiment, the support member 150 is capable of changing the installation height of the bottom plate 120 with respect to the reference surface 12 .

詳しくは、図12及び図13に示すように、前記支持部材150は、基端部が基準面12に載置された状態で前記底板120に形成されたボルト貫通孔(図示せず)に係入された複数のボルト部材152と、前記複数のボルト部材152の各々に螺合した状態で前記底板120を支持する複数のナット部材155とを有している。 More specifically, as shown in Figures 12 and 13, the support member 150 has a plurality of bolt members 152 that are inserted into bolt through holes (not shown) formed in the bottom plate 120 with their base ends resting on the reference surface 12, and a plurality of nut members 155 that support the bottom plate 120 while being screwed into each of the plurality of bolt members 152.

なお、図12及び図13中の符号157は、前記複数のボルト部材155のうち前記底板120より上方に延びる部分に螺合された回り止め用ナットであり、符号158は座金である。 In addition, reference numeral 157 in FIG. 12 and FIG. 13 denotes a rotation-preventing nut that is screwed onto the portion of the bolt members 155 that extends upward from the bottom plate 120, and reference numeral 158 denotes a washer.

本実施の形態においては、前記底板120は、前記筒状側板110によって囲まれる前記載置面領域122と、前記載置面領域122から前記木柱20を基準にして径方向外方へ延在する延在面領域125とを有している。 In this embodiment, the bottom plate 120 has the mounting surface area 122 surrounded by the cylindrical side plate 110, and an extension surface area 125 extending radially outward from the mounting surface area 122 with respect to the wooden pole 20.

そして、前記複数のボルト部材155が係入されるボルト貫通孔は前記延在面領域125に形成されており、前記複数のボルト部材155は前記延在面領域125を上下に貫通している。 The bolt through holes into which the plurality of bolt members 155 are inserted are formed in the extension surface region 125, and the plurality of bolt members 155 pass through the extension surface region 125 in the vertical direction.

前記剛性凸部30は、上方へ突出するように前記載置面領域122に設けられている。
本実施の形態においては、図12及び図13に示すように、前記底板120には、前記載置面領域122を上下に貫通するようにステンレス等の剛性部材35が固着されており、前記剛性部材35の上部が前記剛性凸部30として作用している。
The rigid protrusion 30 is provided on the placement surface area 122 so as to protrude upward.
In this embodiment, as shown in Figures 12 and 13, a rigid member 35 made of stainless steel or the like is fixed to the bottom plate 120 so as to penetrate vertically through the mounting surface area 122, and the upper part of the rigid member 35 acts as the rigid protrusion 30.

前記剛性部材35のうち前記底板120より下方へ延在する下部は基礎コンクリート10中に埋設されており、これにより、前記剛性凸部30の設置強度の向上が図られている。 The lower portion of the rigid member 35 that extends below the bottom plate 120 is embedded in the foundation concrete 10, thereby improving the installation strength of the rigid protrusion 30.

前記木柱設置構造2Aは、下記木柱設置方法によって製造される。
前記木柱設置方法は、前記支持部材150を用いて前記型枠部材100を基準面12に設置する型枠部材設置工程(図14参照)と、上面が前記筒状側板110の上端と同一位置又は前記筒状側板110の上端よりも低くなるように前記筒状側板110の周りに基礎コンクリート10を打設する打設工程(図15参照)とを有している。
なお、本実施の形態においては、前記打設工程は、前記底板12の設置位置と略同一厚みとなるように基準面12上に第1基礎コンクリート10(1)を打設する第1打設工程と、上面が前記筒状側板110の上端と同一位置又は前記筒状側板110の上端よりも低くなるように第1基礎コンクリート10(1)の上に第2基礎コンクリート10(2)を打設する第2打設工程とを含んでいる。
The wooden pole installation structure 2A is manufactured by the wooden pole installation method described below.
The wooden pillar installation method includes a formwork member installation process (see Figure 14) in which the formwork member 100 is installed on a reference surface 12 using the support member 150, and a pouring process (see Figure 15) in which foundation concrete 10 is poured around the cylindrical side panel 110 so that its upper surface is at the same position as the upper end of the cylindrical side panel 110 or lower than the upper end of the cylindrical side panel 110.
In this embodiment, the pouring process includes a first pouring process of pouring a first foundation concrete 10 (1) onto the reference surface 12 so that it is approximately the same thickness as the installation position of the bottom plate 12, and a second pouring process of pouring a second foundation concrete 10 (2) onto the first foundation concrete 10 (1) so that its upper surface is at the same position as the upper end of the cylindrical side plate 110 or lower than the upper end of the cylindrical side plate 110.

なお、本実施の形態においては、前述の通り、前記支持部材150は前記底板120の設置高さを変更可能とされている。
従って、前記型枠部材設置工程においては、前記支持部材150を用いて、基準面12に対する前記底板120の高さが所望位置に調整される。
In this embodiment, as described above, the support member 150 is capable of changing the installation height of the bottom plate 120 .
Therefore, in the formwork member installation process, the height of the bottom plate 120 with respect to the reference surface 12 is adjusted to a desired position using the support members 150.

前記木柱設置方法は、さらに、前記型枠部材設置工程後に実行される前記木柱立設工程(図16参照)と、前記木柱立設工程後に実行される前記長尺部材設置工程(図17参照)とを備えている。 The wooden pillar installation method further includes the wooden pillar erection process (see FIG. 16) that is performed after the formwork member installation process, and the long member installation process (see FIG. 17) that is performed after the wooden pillar erection process.

なお、本実施の形態においては、前記打設工程は、前記型枠部材設置工程の後で且つ前記木柱立設工程の前に行われているが、本発明は斯かる形態に限定されるものではない。
前記打設工程を、前記型枠部材設置工程後の任意タイミングにおいて、例えば、前記長尺部材設置工程の後に行うことも可能である。
In this embodiment, the casting step is carried out after the formwork member installation step and before the wooden pillar erection step, but the present invention is not limited to this embodiment.
The casting process can also be carried out at any timing after the formwork member installation process, for example, after the long member installation process.

図18に、本実施の形態の変形例に係る木柱設置構造2Bの縦断面図を示す。
また、図19に、図18におけるXIX-XIX線に沿った断面図を示す。
なお、図中、本実施の形態及び前記実施の形態1と同一部材には同一符号を付して、その説明を適宜省略する。
FIG. 18 shows a vertical cross-sectional view of a wooden pole installation structure 2B according to a modified example of this embodiment.
FIG. 19 is a cross-sectional view taken along line XIX-XIX in FIG.
In the drawings, the same members as those in this embodiment and the first embodiment are denoted by the same reference numerals, and the description thereof will be omitted as appropriate.

前記変形例に係る木柱設置構造2Bは、前記筒状側板110が省略されている点においてのみ本実施の形態に係る木柱設置構造2Aと相違している。 The wooden pole installation structure 2B according to the modified example differs from the wooden pole installation structure 2A according to the present embodiment only in that the cylindrical side panel 110 is omitted.

前記木柱設置構造2Bは、下記木柱設置方法によって製造される。
即ち、前記木柱設置方法は、前記型枠部材設置工程(図14参照)と、前記型枠部材設置工程後に実行される前記打設工程(図15参照)と、前記打設工程後に実行される側板除去工程であって、前記筒状側板110を除去して基礎コンクリート10に上方に開く設置孔90を形成する側板除去工程(図20参照)と、前記側板除去工程後に実行される前記木柱立設工程(図21参照)と、前記木柱立設工程後に実行される前記長尺部材設置工程(図22参照)とを備えている。
The wooden pole installation structure 2B is manufactured by the wooden pole installation method described below.
That is, the wooden pillar installation method includes the formwork member installation process (see Figure 14), the pouring process (see Figure 15) which is performed after the formwork member installation process, a side panel removal process (see Figure 20) which is performed after the pouring process and which removes the cylindrical side panel 110 to form an installation hole 90 which opens upward in the foundation concrete 10, the wooden pillar erection process (see Figure 21) which is performed after the side panel removal process, and the long member installation process (see Figure 22) which is performed after the wooden pillar erection process.

本変形例においては、好ましくは、前記筒状側板110は前記底板120に部分溶接又は接着等によって連結され、これにより、前記側板除去工程の際の前記筒状側板110の除去作業の容易化を図ることができる。 In this modified example, the cylindrical side plate 110 is preferably connected to the bottom plate 120 by partial welding or adhesive, which facilitates the removal of the cylindrical side plate 110 during the side plate removal process.

特に、前記筒状部材110が接着によって前記底板120に連結されている構成においては、前記筒状側板110は、例えば、前記打設工程の際にコンクリートからの圧力を堪え得る強度を有するプラスチックで形成することができる。 In particular, in a configuration in which the tubular member 110 is connected to the bottom plate 120 by adhesive bonding, the tubular side plate 110 can be made of, for example, a plastic that is strong enough to withstand the pressure from the concrete during the casting process.

実施の形態3
以下、本発明の他の実施の形態に係る木柱設置構造3Aについて、添付図面を参照しつつ説明する。
図23に、本実施の形態に係る木柱設置構造3Aの縦断面図を示す。
また、図24に、図23におけるXXIV-XXIV線に沿った断面図を示す。
なお、図中、前記実施の形態1及び2と同一部材には同一符号を付して、その説明を適宜省略する。
Embodiment 3
Hereinafter, a wooden pole installation structure 3A according to another embodiment of the present invention will be described with reference to the accompanying drawings.
FIG. 23 shows a vertical cross-sectional view of a wooden pole installation structure 3A according to this embodiment.
FIG. 24 is a cross-sectional view taken along line XXIV-XXIV in FIG.
In the drawings, the same members as those in the first and second embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

本実施の形態に係る木柱設置構造3Aは、前記型枠部材100が型枠部材100’に変更されている点、及び、前記ボルト部材152が係入される前記ボルト貫通孔が前記載置面領域122に形成されている点において、前記実施の形態2に係る木柱設置構造2Aと相違している。 The wooden pole installation structure 3A according to this embodiment differs from the wooden pole installation structure 2A according to the second embodiment in that the formwork member 100 is changed to a formwork member 100', and the bolt through-hole into which the bolt member 152 is inserted is formed in the mounting surface area 122.

前記型枠部材100’は、前記底板120が底板120’に変更されている点において前記型枠部材100と相違している。 The formwork member 100' differs from the formwork member 100 in that the bottom plate 120 has been changed to a bottom plate 120'.

詳しくは、図23及び図24に示すように、前記型枠部材100’は、前記筒状側板110と、前記筒状部材110の下端開口を閉塞するように前記筒状側板110に連結された底板120’とを有している。
前記底板120’は、前記底板120に比して、前記延在面領域125が削除されている。
In detail, as shown in Figures 23 and 24, the formwork member 100' has the cylindrical side plate 110 and a bottom plate 120' connected to the cylindrical side plate 110 so as to close the lower end opening of the cylindrical member 110.
Compared to the bottom plate 120, the bottom plate 120' has the extension surface area 125 removed.

本実施の形態においては、前記ボルト部材152が係入される前記ボルト貫通孔は前記載置面領域122に形成されている。
そして、前記複数のボルト部材152は、上端面が前記底板120’の上面と面一とされている。
In the present embodiment, the bolt through-hole into which the bolt member 152 is inserted is formed in the mounting surface area 122 .
The upper end surfaces of the plurality of bolt members 152 are flush with the upper surface of the bottom plate 120'.

前記木柱設置構造3Aは、下記木柱設置方法によって製造される。
前記木柱設置方法は、前記支持部材150を用いて前記型枠部材100’を基準面12に設置する型枠部材設置工程(図25参照)と、前記複数のボルト部材152のうち前記底板120’より上方へ延びる部分を切断除去するボルト切断工程(図26参照)と、上面が前記筒状側板110の上端と同一位置又は前記筒状側板110の上端よりも低くなるように前記筒状側板110の周りに基礎コンクリート20を打設する打設工程(図27参照)と、前記木柱立設工程(図28参照)と、前記木柱立設工程後に実行される前記長尺部材設置工程(図29参照)とを備えている。
The wooden pole installation structure 3A is manufactured by the following wooden pole installation method.
The wooden pillar installation method includes a formwork member installation process (see Figure 25) of installing the formwork member 100' on the reference plane 12 using the support member 150, a bolt cutting process (see Figure 26) of cutting and removing the portions of the plurality of bolt members 152 that extend upward from the bottom plate 120', a pouring process (see Figure 27) of pouring foundation concrete 20 around the cylindrical side plate 110 so that the upper surface is at the same position as the upper end of the cylindrical side plate 110 or lower than the upper end of the cylindrical side plate 110, the wooden pillar erection process (see Figure 28), and the long member installation process (see Figure 29) which is performed after the wooden pillar erection process.

なお、前記ボルト切断工程は、前記型枠部材設置工程の後で且つ前記木柱設置工程の前であれば、任意のタイミングで行うことができる。 The bolt cutting process can be performed at any time after the formwork member installation process and before the wooden pillar installation process.

また、前記打設工程は、前記型枠部材設置工程後であれば、任意タイミングで行うことができる。
本実施の形態においては、前記打設工程は、前記底板120’の設置高さと略同一厚みの第1基礎コンクリート10(1)を基準面12上に打設する第1打設工程と、上面が前記筒状側板110の上端と同一位置又は前記筒状側板110の上端よりも低くなるように第1基礎コンクリート10(1)の上に第2基礎コンクリート10(2)を打設する第2打設工程とを含んでいる。
Furthermore, the casting process can be carried out at any time after the formwork member installation process.
In this embodiment, the pouring process includes a first pouring process of pouring a first foundation concrete 10(1) of approximately the same thickness as the installation height of the bottom plate 120' onto the reference plane 12, and a second pouring process of pouring a second foundation concrete 10(2) on top of the first foundation concrete 10(1) so that its upper surface is at the same position as the upper end of the cylindrical side plate 110 or lower than the upper end of the cylindrical side plate 110.

図30に、本実施の形態の変形例に係る木柱設置構造3Bの縦断面図を示す。
また、図31に、図30におけるXXXI-XXXI線に沿った断面図を示す。
なお、図中、本実施の形態及び前記実施の形態1~2と同一部材には同一符号を付して、その説明を適宜省略する。
FIG. 30 shows a vertical cross-sectional view of a wooden pole installation structure 3B according to a modified example of this embodiment.
FIG. 31 shows a cross-sectional view taken along line XXXI-XXXI in FIG.
In the drawings, the same members as those in this embodiment and the first and second embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

前記変形例に係る木柱設置構造3Bは、前記筒状側板110が省略されている点においてのみ本実施の形態に係る木柱設置構造3Aと相違している。 The wooden pole installation structure 3B according to the modified example differs from the wooden pole installation structure 3A according to the present embodiment only in that the cylindrical side panel 110 is omitted.

前記木柱設置構造3Bは、下記木柱設置方法によって製造される。
即ち、前記木柱設置方法は、前記型枠部材設置工程(図25参照)と、前記ボルト切断工程(図26参照)と、前記打設工程(図27参照)と、前記打設工程後に実行される側板除去工程であって、前記筒状側板110を除去して基礎コンクリート10に上方に開く設置孔90を形成する側板除去工程(図32参照)と、前記側板除去工程後に実行される前記木柱立設工程(図33参照)と、前記木柱立設工程後に実行される前記長尺部材設置工程(図34参照)とを備えている。
The wooden pole installation structure 3B is manufactured by the wooden pole installation method described below.
That is, the wooden pillar installation method includes the formwork member installation process (see Figure 25), the bolt cutting process (see Figure 26), the pouring process (see Figure 27), a side panel removal process (see Figure 32) which is performed after the pouring process, in which the cylindrical side panel 110 is removed to form an installation hole 90 which opens upward in the foundation concrete 10, the wooden pillar erection process (see Figure 33) which is performed after the side panel removal process, and the long member installation process (see Figure 34) which is performed after the wooden pillar erection process.

前記ボルト切断工程は、前記型枠部材設置工程の後で且つ前記木柱設置工程の前の任意タイミングで行うことができる。
また、前記打設工程は、前記型枠部材設置工程の後で且つ前記側板除去工程の前の任意タイミングで行うことができる。
The bolt cutting process can be performed at any timing after the formwork member installation process and before the wooden pillar installation process.
In addition, the casting step can be performed at any timing after the formwork member installation step and before the side panel removal step.

実施の形態4
以下、本発明の他の実施の形態に係る木柱設置構造4Aについて、添付図面を参照しつつ説明する。
図35に、本実施の形態に係る木柱設置構造4Aの縦断面図を示す。
また、図36に、図35におけるXXXVI-XXXVI線に沿った断面図を示す。
なお、図中、前記実施の形態1~3と同一部材には同一符号を付して、その説明を適宜省略する。
Fourth embodiment
Hereinafter, a wooden pole installation structure 4A according to another embodiment of the present invention will be described with reference to the accompanying drawings.
FIG. 35 shows a vertical cross-sectional view of a wooden pole installation structure 4A according to this embodiment.
FIG. 36 shows a cross-sectional view taken along line XXXVI-XXXVI in FIG.
In the drawings, the same members as those in the first to third embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

本実施の形態に係る木柱設置構造4Aは、前記型枠部材100に代えて型枠部材200を有しており、さらに、前記型枠部材200を支持する支持板250を有している点において、前記実施の形態2に係る木柱設置構造2Aと相違している。 The wooden pole installation structure 4A of this embodiment differs from the wooden pole installation structure 2A of the second embodiment in that it has a formwork member 200 instead of the formwork member 100, and further has a support plate 250 that supports the formwork member 200.

詳しくは、前記木柱設置構造4Aは、前記支持板250と、前記支持部材150と、前記剛性部材35と、前記型枠部材200と、前記基礎コンクリート10と、前記木柱20と、前記複数の剛性長尺部材50とを有している。 In detail, the wooden pole installation structure 4A has the support plate 250, the support member 150, the rigid member 35, the formwork member 200, the foundation concrete 10, the wooden pole 20, and the plurality of rigid long members 50.

前記支持板250は、平面視において前記筒状側板110と重合する重合領域252と、前記重合領域252から前記木柱20を基準にして径方向外方へ延在する延在面領域255とを有している。 The support plate 250 has an overlapping area 252 that overlaps with the cylindrical side plate 110 in a plan view, and an extension surface area 255 that extends radially outward from the overlapping area 252 with respect to the wooden pole 20.

本実施の形態においては、前記支持部材150は、前記支持板250を水平姿勢で且つ基準面12に対する設置高さを変更可能に支持している。 In this embodiment, the support member 150 supports the support plate 250 in a horizontal position and with a variable installation height relative to the reference surface 12.

詳しくは、前記ボルト部材155が係入されるボルト貫通孔は前記延在面領域255に形成されており、前記複数のボルト部材155は前記延在面領域255を上下に貫通している。 In more detail, the bolt through holes into which the bolt members 155 are inserted are formed in the extension surface region 255, and the multiple bolt members 155 pass through the extension surface region 255 in the vertical direction.

前記剛性部材35は、上部が前記支持板250から上方へ延びる前記剛性凸部40を形成するように、前記支持板250に固着されている。
本実施の形態においては、図35に示すように、前記剛性部材35の上部が前記支持板250から上方へ延在して前記剛性凸部40を形成しつつ、下部が前記支持板250から下方へ延在して前記基礎コンクリート10中に埋設されている。
The rigid member 35 is fixed to the support plate 250 such that an upper portion thereof forms the rigid protrusion 40 that extends upward from the support plate 250 .
In this embodiment, as shown in FIG. 35 , the upper portion of the rigid member 35 extends upward from the support plate 250 to form the rigid convex portion 40, while the lower portion extends downward from the support plate 250 and is embedded in the foundation concrete 10.

前記型枠部材200は、前記筒状側板110と、前記筒状側板110の下端開口を閉塞するように前記筒状側板110に連結された剛性の底板220とを有している。
前記底板220には前記剛性凸部30が貫通される貫通孔が設けられている。
The formwork member 200 has the cylindrical side plate 110 and a rigid bottom plate 220 connected to the cylindrical side plate 110 so as to close the lower end opening of the cylindrical side plate 110 .
The bottom plate 220 is provided with a through hole through which the rigid protrusion 30 passes.

前記型枠部材200は、前記剛性凸部30が前記底板220の貫通孔に係入された状態で前記支持板250の上面に載置されている。 The formwork member 200 is placed on the upper surface of the support plate 250 with the rigid protrusion 30 inserted into the through hole of the bottom plate 220.

なお、前記型枠部材200を、前記基礎コンクリート10の打設前の状態においては前記支持板250の上面に上方へ分離可能に載置させることも可能であるし、前記基礎コンクリート10の打設前の状態において前記支持板250の上面に固着させることも可能である。 The formwork member 200 can be detachably placed upward on the upper surface of the support plate 250 before the foundation concrete 10 is poured, or can be fixed to the upper surface of the support plate 250 before the foundation concrete 10 is poured.

図37に、本実施の形態の変形例に係る木柱設置構造4Bの縦断面図を示す。
また、図38に、図37におけるXXXVIII-XXXVIII線に沿った断面図を示す。
なお、図中、本実施の形態及び前記各実施の形態と同一部材には同一符号を付して、その説明を適宜省略する。
FIG. 37 shows a vertical cross-sectional view of a wooden pole installation structure 4B according to a modified example of this embodiment.
FIG. 38 shows a cross-sectional view taken along line XXXVIII-XXXVIII in FIG.
In the drawings, the same members as those in this embodiment and the above-described embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

前記木柱設置構造4Bは、前記型枠部材200が前記支持板250から上方へ離間されている点において、前記木柱設置構造4Aと相違している。 The wooden pillar installation structure 4B differs from the wooden pillar installation structure 4A in that the formwork member 200 is spaced upward from the support plate 250.

前記木柱設置構造4Bにおいては、前記型枠部材200は前記剛性部材35に固着されることで、前記支持板250に間接的に支持される。 In the wooden pillar installation structure 4B, the formwork member 200 is fixed to the rigid member 35, and is indirectly supported by the support plate 250.

図39に、本実施の形態の他の変形例に係る木柱設置構造4Cの縦断面図を示す。
また、図40に、図39におけるXXXX-XXXX線に沿った断面図を示す。
なお、図中、本実施の形態及び前記各実施の形態と同一部材には同一符号を付して、その説明を適宜省略する。
FIG. 39 shows a vertical cross-sectional view of a wooden pole installation structure 4C according to another modified example of the present embodiment.
FIG. 40 shows a cross-sectional view taken along line XXXX-XXXX in FIG.
In the drawings, the same members as those in this embodiment and the above-described embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

前記木柱設置構造4Cは、前記支持板250から上方へ離間された位置で前記剛性部材35に固着された補助板260を有している点、及び、前記型枠部材200が前記補助板260に載置されている点において、前記木柱設置構造4Aと相違している。 The wooden pole installation structure 4C differs from the wooden pole installation structure 4A in that it has an auxiliary plate 260 fixed to the rigid member 35 at a position spaced upward from the support plate 250, and that the formwork member 200 is placed on the auxiliary plate 260.

前記木柱設置構造4Cにおいては、前記型枠部材200を、前記基礎コンクリート10の打設前の状態においては前記補助板260の上面に上方へ分離可能に載置させることも可能であるし、前記基礎コンクリート10の打設前の状態において前記補助板260の上面に固着させることも可能である。 In the wooden pillar installation structure 4C, the formwork member 200 can be detachably placed upward on the upper surface of the auxiliary plate 260 before the foundation concrete 10 is poured, or can be fixed to the upper surface of the auxiliary plate 260 before the foundation concrete 10 is poured.

なお、前記木柱設置構造4Bにおいては、前記剛性部材35の下端は前記支持板250の下端面と同一位置に位置されているが、これに代えて、前記剛性部材35の下部が前記支持板250から下方へ延在するように前記剛性部材35を前記支持板250に固着することも可能である。 In addition, in the wooden pole installation structure 4B, the lower end of the rigid member 35 is positioned at the same position as the lower end surface of the support plate 250, but instead, it is possible to fix the rigid member 35 to the support plate 250 so that the lower part of the rigid member 35 extends downward from the support plate 250.

また、前記実施の形態4及びその変形例において、前記実施の形態2及び3の変形例のように、前記筒状側板110を除去することも可能である。 In addition, in the fourth embodiment and its variations, it is also possible to remove the cylindrical side plate 110, as in the variations of the second and third embodiments.

実施の形態5
以下、本発明の他の実施の形態に係る木柱設置構造5Aについて、添付図面を参照しつつ説明する。
図41に、本実施の形態に係る木柱設置構造5Aの縦断面図を示す。
また、図42に、図41におけるXXXXII-XXXXII線に沿った断面図を示す。
なお、図中、前記実施の形態1~4と同一部材には同一符号を付して、その説明を適宜省略する。
Fifth embodiment
Hereinafter, a wooden pole installation structure 5A according to another embodiment of the present invention will be described with reference to the accompanying drawings.
FIG. 41 shows a vertical cross-sectional view of a wooden pole installation structure 5A according to this embodiment.
FIG. 42 shows a cross-sectional view taken along line XXXXII-XXXXII in FIG.
In the drawings, the same members as those in the first to fourth embodiments are given the same reference numerals, and the description thereof will be omitted as appropriate.

前記木柱設置構造5Aは、前記型枠部材200が削除されている点において、前記木柱設置構造4Bと相違している。 The wooden pillar installation structure 5A differs from the wooden pillar installation structure 4B in that the formwork member 200 has been omitted.

詳しくは、図41及び図42に示すように、前記木柱設置構造5Aは、上方へ延びる前記剛性凸部30が設けられた前記支持板250と、基準面12上で前記支持板250を水平に支持する前記支持部材150と、上方に開く設置孔90を存しつつ、前記支持板250を覆うように基準面12上に打設された基礎コンクリート10であって、前記設置孔90の底面から前記剛性凸部30が上方へ突出するように形成された基礎コンクリート10と、前記木柱20と、前記複数の剛性長尺部材50とを備えている。 In detail, as shown in Figures 41 and 42, the wooden pole installation structure 5A includes the support plate 250 on which the rigid protrusions 30 extending upward are provided, the support member 150 that horizontally supports the support plate 250 on the reference plane 12, foundation concrete 10 that is poured on the reference plane 12 to cover the support plate 250 while having an installation hole 90 that opens upward, and is formed so that the rigid protrusions 30 protrude upward from the bottom surface of the installation hole 90, the wooden pole 20, and the multiple rigid long members 50.

本実施の形態においては、前記支持板250に、下端が当該支持板250の下面と略同一位置に位置するように前記剛性部材35が固着されており、前記剛性部材35の上方延在部分が前記剛性凸部30を形成している。 In this embodiment, the rigid member 35 is fixed to the support plate 250 so that its lower end is positioned at approximately the same position as the lower surface of the support plate 250, and the upward extending portion of the rigid member 35 forms the rigid protrusion 30.

当然ながら、前記剛性部材35の上部が上方へ延在し且つ下部が下方へ延在するように前記剛性部材35を前記支持板250に固着することも可能である。 Of course, it is also possible to attach the rigid member 35 to the support plate 250 so that the upper portion of the rigid member 35 extends upward and the lower portion extends downward.

本実施の形態においては、前記基礎コンクリート10は、前記支持板250を覆いつつ、前記剛性部材35の上部が上方へ突出して前記剛性凸部30を形成するように基準面12上に打設された前記第1基礎コンクリート10(1)と、前記第1基礎コンクリート10(1)に打設された前記第2基礎コンクリート10(2)であって、上方に開き且つ底面から前記剛性凸部30が上方へ突出するように前記設置孔90が形成された前記第2基礎コンクリート10(2)とを有している。 In this embodiment, the foundation concrete 10 includes the first foundation concrete 10(1) that is poured onto the reference surface 12 so as to cover the support plate 250 and have the upper part of the rigid member 35 protrude upward to form the rigid convex portion 30, and the second foundation concrete 10(2) that is poured onto the first foundation concrete 10(1) and has the installation hole 90 formed so that it opens upward and the rigid convex portion 30 protrudes upward from the bottom surface.

前記木柱設置構造5Aは、下記木柱設置方法によって製造される。
前記木柱設置方法は、少なくとも一部が上方へ延びるように前記剛性部材35が固着された前記支持板250を前記支持部材150を用いて基準面12上に設置する支持板設置工程(図43及び図44参照)と、前記支持板250を覆いつつ、前記剛性部材35の上部が上方へ突出して前記剛性凸部30を形成するように基準面12上に前記第1基礎コンクリート10(1)を打設する第1打設工程(図45参照)、上方に開き且つ底面から前記剛性凸部30が上方へ突出するように形成された前記設置孔90を有する前記第2基礎コンクリート10(2)を前記第1基礎コンクリート10(1)上に打設する第2打設工程(図46参照)と、前記木柱立設工程(図47参照)と、前記木柱立設工程後に実行される前記長尺部材設置工程(図41及び図42参照)とを備えている。
The wooden pole installation structure 5A is manufactured by the following wooden pole installation method.
The wooden pole installation method includes a support plate installation process (see Figures 43 and 44) in which the support plate 250 to which the rigid member 35 is fixed so that at least a portion of it extends upward is installed on the reference surface 12 using the support member 150; a first pouring process (see Figure 45) in which the first foundation concrete 10 (1) is poured on the reference surface 12 so as to cover the support plate 250 and to form the rigid protrusion 30 by having the upper part of the rigid member 35 protrude upward; a second pouring process (see Figure 46) in which the second foundation concrete 10 (2) having the installation hole 90 formed so as to open upward and have the rigid protrusion 30 protrude upward from the bottom surface is poured on the first foundation concrete 10 (1); the wooden pole erection process (see Figure 47); and the long member installation process (see Figures 41 and 42) which is performed after the wooden pole erection process.

なお、本実施の形態においても、前記実施の形態1におけると同様に、前記設置孔90は、例えば、前記第1基礎コンクリート10上に前記設置孔90に相当する大きさのスペーサ(図示せず)を設置した状態で前記第2基礎コンクリート20を打設し、その後に、前記スペーサを除去することによって効率的に形成することができる。 In this embodiment, as in the first embodiment, the installation hole 90 can be efficiently formed, for example, by placing a spacer (not shown) of a size equivalent to the installation hole 90 on the first foundation concrete 10, pouring the second foundation concrete 20, and then removing the spacer.

また、当然ながら、前記実施の形態2~5及びそれらの変形例においても、前記実施の形態1における変形例(図10及び図11)のように、前記複数の長尺部材50の代えて前記複数の長尺部材50’を備え、前記間隙95のうち前記長尺部材50’の上端より上方部分に充填材60を充填することができる。 Of course, in the second to fifth embodiments and their modified examples, as in the modified example of the first embodiment (FIGS. 10 and 11), the plurality of elongated members 50 can be replaced with the plurality of elongated members 50', and the filler material 60 can be filled in the portion of the gap 95 above the upper end of the elongated members 50'.

また、前記各実施の形態及び変形例においては、前記木柱20は断面円形とされているが、当然ながら、本発明は斯かる形態に限定されるものではなく、断面矩形又は断面楕円形等の木柱を用いることも可能である。 In addition, in each of the above-described embodiments and variations, the wooden pole 20 has a circular cross section, but the present invention is not limited to this shape, and it is also possible to use a wooden pole with a rectangular or elliptical cross section, etc.

さらに、前記各実施の形態及び変形例においては、前記剛性凸部30は円柱形とされているが、当然ながら、本発明は斯かる形態に限定されるものではなく、前記剛性凸部30を球面形状や円錐状、又は、直方形状とすることも可能である。 Furthermore, in each of the above-mentioned embodiments and modified examples, the rigid protrusion 30 is cylindrical, but of course, the present invention is not limited to such a form, and the rigid protrusion 30 can also be spherical, conical, or rectangular.

また、記各実施の形態及び変形例における木柱設置方法1A~5Aは、前記複数の圧縮木材52を前記間隙95に設置した後に、前記複数の圧縮木材52(52’)に水分を含浸させる水分含浸工程を備えることができる。
かかる構成によれば、前記板状圧縮木材52(52’)の膨張を前記木柱20の周方向に関し略均等に作用させることができる。
前記水分は、水又は防腐剤が含有された水とすることができる。
In addition, the wooden pillar installation methods 1A to 5A in each of the above-described embodiments and modified examples may include a moisture impregnation process in which the plurality of compressed wooden pieces 52 (52') are impregnated with moisture after the plurality of compressed wooden pieces 52 are installed in the gap 95.
According to this configuration, the expansion of the plate-shaped compressed wood 52 ( 52 ′) can be made to act approximately uniformly in the circumferential direction of the wooden pole 20 .
The moisture may be water or water containing a preservative.

また、前記各実施の形態及び変形例に係る木柱設置構造1A~5Aは、前記木柱20の周方向の一部又は全体に亘って巻き付けられた板状剛性体70を備えることができる。
前記板状剛性体70として、例えば、銅板、ステンレス板、鉄板、炭素繊維を用いることができる。
Furthermore, the wooden pole installation structures 1A to 5A according to the above-mentioned respective embodiments and modified examples may include a plate-like rigid body 70 wrapped around a part or the entirety of the wooden pole 20 in the circumferential direction.
The plate-like rigid body 70 may be made of, for example, a copper plate, a stainless steel plate, an iron plate, or carbon fiber.

前記板状剛性体70は、少なくとも一部が前記設置孔90内に位置するように前記木柱20に巻き付けられる。
好ましくは、前記板状剛性体70は、前記木柱20を前記設置孔90内に立設させた状態において、少なくとも一部が前記圧縮木材52(52’)と対向する位置で前記木柱20に巻き付けられる。
The plate-shaped rigid body 70 is wrapped around the wooden pole 20 so that at least a portion of it is positioned within the installation hole 90 .
Preferably, when the wooden pole 20 is erected in the installation hole 90, at least a portion of the plate-shaped rigid body 70 is wrapped around the wooden pole 20 in a position facing the compressed wood piece 52 (52').

好ましくは、前記木柱20に、前記木柱20の長手方向に関する長さが前記板状剛性体70の幅と同一で且つ深さが前記板状剛性体70の厚みと同一の装着溝25を形成し、前記板状剛性体70を前記装着孔25に装着させることができる。
かかる構成によれば、前記板状剛性体70の外表面と前記木柱20の外表面のうち前記板状剛性体70が存在しない部分とを面一とすることができる。
前記板状剛性体70は、例えば、接着剤を用いて前記木柱20に固着され得る。
Preferably, a mounting groove 25 is formed in the wooden pole 20, the length of which in the longitudinal direction of the wooden pole 20 is the same as the width of the plate-shaped rigid body 70 and the depth of which is the same as the thickness of the plate-shaped rigid body 70, and the plate-shaped rigid body 70 can be mounted in the mounting hole 25.
According to this configuration, the outer surface of the plate-like rigid body 70 can be made flush with the portion of the outer surface of the wooden pole 20 where the plate-like rigid body 70 is not present.
The plate-like rigid body 70 can be fixed to the wooden pole 20 using, for example, an adhesive.

図48に、前記板状剛性体70を備えた木柱設置構造の一例として、前記板状剛性体70を備えた、前記実施の形態1の他の変形例に係る木柱設置構造1Cの縦断面図を示す。
また、図49(a)及び(b)に、図48におけるXXXXIX-XXXXIX線に沿った断面図を示す。
FIG. 48 shows a vertical cross-sectional view of a wooden pole installation structure 1C according to another modified example of the first embodiment, which is provided with the plate-shaped rigid body 70, as an example of a wooden pole installation structure provided with the plate-shaped rigid body 70.
49(a) and (b) show cross-sectional views taken along line XXXXIX-XXXXIX in FIG. 48.

図49(a)に示すように、前記板状剛性体70を前記木柱20の全周に巻き付けれることも可能であるし、図49(b)に示すように、前記板状剛性体70を前記木柱20の周方向の一部にのみ巻き付けることも可能である。
当然ながら、他の実施の形態及び変形例に係る木柱設置構造に前記板状剛性体70を備えることも可能である。
As shown in Figure 49(a), it is possible to wrap the plate-shaped rigid body 70 around the entire circumference of the wooden pole 20, or as shown in Figure 49(b), it is also possible to wrap the plate-shaped rigid body 70 around only a portion of the circumference of the wooden pole 20.
Of course, it is also possible to provide the plate-shaped rigid body 70 in the wooden pole installation structures according to other embodiments and modified examples.

1A~5A 木柱設置構造
10 基礎コンクリート
10(1)、10(2) 第1及び第2基礎コンクリート
20 木柱
22 木柱の下部領域
30 剛性凸部
35 剛性部材
40 凹部
50、50’ 剛性長尺部材
52 板状圧縮部材
55 外形不変部材
60 充填材
70 板状剛性体
90 設置孔
95 間隙
100、100’、200 型枠部材
110 筒状側板
120、120’、220 底板
122 載置面領域
125 延在面領域
150 支持部材
152 ボルト部材
155 ナット部材
250 支持板
Reference Signs List 1A to 5A Wooden pole installation structure 10 Concrete foundation 10(1), 10(2) First and second concrete foundations 20 Wooden pole 22 Lower region of wooden pole 30 Rigid protrusion 35 Rigid member 40 Recess 50, 50' Rigid long member 52 Plate-shaped compression member 55 Shape-invariant member 60 Filler 70 Plate-shaped rigid body 90 Installation hole 95 Gap 100, 100', 200 Formwork member 110 Cylindrical side plate 120, 120', 220 Bottom plate 122 Placement surface region 125 Extension surface region 150 Support member 152 Bolt member 155 Nut member 250 Support plate

Claims (20)

筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有する型枠部材と、
前記筒状側板の上端開口が上方を向くように基準面上で前記型枠部材を支持する支持部材と、
前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、
少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされている木柱と、
前記底板のうち前記筒状側板によって囲まれる載置面領域及び前記木柱の基端面の一方及び他方にそれぞれ直接又は間接的に設けられる剛性凸部及び凹部であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように位置設定された剛性凸部及び凹部と、
長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、
前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列され
前記支持部材は、基準面に対する前記底板の設置高さを変更可能とされ、
前記支持部材は、基端部が基準面に載置された状態で前記底板の載置面領域に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、
前記複数のボルト部材は、上端面が前記底板の上面と面一とされていることを特徴とする木柱設置構造。
a formwork member having a cylindrical side plate and a rigid bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate;
a support member that supports the formwork member on a reference plane so that an upper end opening of the cylindrical side panel faces upward;
A foundation concrete is poured on a reference surface so as to cover an outer periphery of the cylindrical side plate;
A wooden post having a lower region located within the formwork member and having a diameter smaller than that of an installation hole defined by the cylindrical side plate;
a rigid protrusion and a recess provided directly or indirectly on one side and the other side of a mounting surface area of the bottom plate surrounded by the cylindrical side plate and a base end surface of the wooden pole, the rigid protrusion and the recess positioned so that a gap exists over the entire circumference of the wooden pole between an outer peripheral surface of the lower region of the wooden pole and an inner peripheral surface of the installation hole when the base end surface of the wooden pole is placed on the bottom plate while the rigid protrusion is engaged with the recess;
a plurality of rigid elongated members inserted into the gaps so as to be arranged in the circumferential direction of the wooden pole, with the longitudinal direction aligned with the longitudinal direction of the wooden pole and the inner and outer sides of the members abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively, in a radial direction based on the wooden pole;
The plurality of rigid elongated members include a plurality of plank-shaped compressed wooden pieces each having a thickness direction as an expansion direction,
The plurality of compressed wooden pieces are arranged in the circumferential direction of the wooden pole with one side and the other side in the board thickness direction abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole ,
The support member is configured to change the installation height of the bottom plate relative to a reference surface,
the support member has a plurality of bolt members inserted into bolt through holes formed in a mounting surface area of the bottom plate with a base end portion placed on a reference surface, and a plurality of nut members that support the bottom plate while being screwed into each of the plurality of bolt members,
A wooden pole installation structure characterized in that the upper end surfaces of the multiple bolt members are flush with the upper surface of the bottom plate .
筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有する型枠部材と、
前記筒状側板の上端開口が上方を向くように基準面上で前記型枠部材を支持する支持部材と、
前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、
少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされている木柱と、
前記底板のうち前記筒状側板によって囲まれる載置面領域及び前記木柱の基端面の一方及び他方にそれぞれ直接又は間接的に設けられる剛性凸部及び凹部であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように位置設定された剛性凸部及び凹部と、
長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、
前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列され
前記剛性凸部は、前記載置面領域を上下に貫通するように前記底板に固着された剛性部材の上部によって形成され、
前記剛性部材のうち前記底板より下方へ延在された下部は基礎コンクリート中に埋設されており、
前記凹部は、前記剛性部材の上部が係入可能なように前記木柱の基端面に設けられていることを特徴とする木柱設置構造。
a formwork member having a cylindrical side plate and a rigid bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate;
a support member that supports the formwork member on a reference plane so that an upper end opening of the cylindrical side panel faces upward;
A foundation concrete is poured on a reference surface so as to cover an outer periphery of the cylindrical side plate;
A wooden post having a lower region located within the formwork member and having a diameter smaller than that of an installation hole defined by the cylindrical side plate;
a rigid protrusion and a recess provided directly or indirectly on one side and the other side of a mounting surface area of the bottom plate surrounded by the cylindrical side plate and a base end surface of the wooden pole, the rigid protrusion and the recess positioned so that a gap exists over the entire circumference of the wooden pole between an outer peripheral surface of the lower region of the wooden pole and an inner peripheral surface of the installation hole when the base end surface of the wooden pole is placed on the bottom plate while the rigid protrusion is engaged with the recess;
a plurality of rigid elongated members inserted into the gaps so as to be arranged in the circumferential direction of the wooden pole, with the longitudinal direction aligned with the longitudinal direction of the wooden pole and the inner and outer sides of the members abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively, in a radial direction based on the wooden pole;
The plurality of rigid elongated members include a plurality of plank-shaped compressed wooden pieces each having a thickness direction as an expansion direction,
The plurality of compressed wooden pieces are arranged in the circumferential direction of the wooden pole with one side and the other side in the board thickness direction abutting against the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole ,
the rigid protrusion is formed by an upper portion of a rigid member fixed to the bottom plate so as to vertically penetrate the placement surface area,
A lower portion of the rigid member extending downward from the bottom plate is embedded in foundation concrete,
A wooden pole installation structure, characterized in that the recess is provided in the base end surface of the wooden pole so that the upper part of the rigid member can engage therewith .
支持板と、
基準面上で前記支持板を水平に支持する支持部材と、
前記支持板から上方へ延びる剛性凸部を形成するように前記支持板に固着された剛性部材と、
筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された剛性の底板を有し、前記筒状側板の上端開口が上方を向くように前記支持板に直接又は間接的に支持される型枠部材であって、前記底板には前記剛性凸部が貫通される貫通孔が設けられている型枠部材と、
前記筒状側板の外周を覆うように基準面に打設された基礎コンクリートと、
少なくとも前記型枠部材内に位置する下部領域が前記筒状側板によって画される設置孔よりも小径とされ且つ基端面には前記剛性凸部が係入される凹部が設けられている木柱であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように構成された木柱と、
長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、
前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されていることを特徴とする木柱設置構造。
A support plate;
A support member that horizontally supports the support plate on a reference plane;
a rigid member fixed to the support plate so as to form a rigid protrusion extending upward from the support plate;
a formwork member having a cylindrical side plate and a rigid bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate, the formwork member being directly or indirectly supported by the support plate so that an upper end opening of the cylindrical side plate faces upward, the bottom plate being provided with a through hole through which the rigid protrusion passes;
A foundation concrete is poured on a reference surface so as to cover an outer periphery of the cylindrical side plate;
a wooden pole having at least a lower region located within the formwork member that is smaller in diameter than the installation hole defined by the cylindrical side plate and a recess in the base end surface into which the rigid protrusion is inserted, the wooden pole being configured such that when the base end surface of the wooden pole is placed on the bottom plate with the rigid protrusion inserted in the recess, a gap exists over the entire circumference of the wooden pole between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole;
a plurality of rigid elongated members inserted into the gaps so as to be arranged in the circumferential direction of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole and their inner and outer sides in the radial direction based on the wooden pole being in contact with the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively;
The plurality of rigid elongated members include a plurality of plank-shaped compressed wooden pieces each having a thickness direction as an expansion direction,
A wooden pole installation structure characterized in that the multiple compressed wooden pieces are arranged circumferentially around the wooden pole with one side and the other side in the board thickness direction abutting the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively.
前記型枠部材は、基礎コンクリートの打設前の状態においては前記支持板の上面に上方へ分離可能に載置されていることを特徴とする請求項に記載の木柱設置構造。 4. The wooden pole installation structure according to claim 3 , wherein the formwork members are detachably placed upward on the upper surface of the support plate before the foundation concrete is poured. 前記支持板から上方へ離間された位置で前記剛性部材に固着された補助板を有し、
前記型枠部材は、基礎コンクリートの打設前の状態においては前記補助板の上面に上方へ分離可能に載置されていることを特徴とする請求項に記載の木柱設置構造。
an auxiliary plate fixed to the rigid member at a position spaced upward from the support plate;
4. The wooden pole installation structure according to claim 3 , wherein the formwork member is detachably placed upward on the upper surface of the auxiliary plate before the foundation concrete is poured.
前記型枠部材は、前記支持板から上方へ離間された位置で前記剛性部材に固着されていることを特徴とする請求項に記載の木柱設置構造。 The wooden pole installation structure according to claim 3 , characterized in that the formwork member is fixed to the rigid member at a position spaced upward from the support plate. 上方へ延びる剛性凸部が設けられた支持板と、
基準面上で前記支持板を水平に支持する支持部材と、
上方に開く設置孔を存しつつ、前記支持板を覆うように基準面上に打設された基礎コンクリートであって、前記設置孔の底面から前記剛性凸部が上方へ突出するように形成された基礎コンクリートと、
少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面には前記剛性凸部が係入される凹部が設けられている木柱であって、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底面に載置させた状態において前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存するように構成された木柱と、
長手方向が前記木柱の長手方向に沿い且つ前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で前記木柱の周方向に配列されるように前記間隙内に挿入された複数の剛性長尺部材とを備え、
前記複数の剛性長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記複数の圧縮木材は、板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記木柱の周方向に配列されていることを特徴とする木柱設置構造。
A support plate having a rigid protrusion extending upward;
A support member that horizontally supports the support plate on a reference plane;
A foundation concrete is poured on a reference surface so as to cover the support plate while having an installation hole that opens upward, and the foundation concrete is formed so that the rigid convex portion protrudes upward from the bottom surface of the installation hole;
a wooden pole having at least a lower region located within the installation hole with a diameter smaller than that of the installation hole and a recess in a base end surface into which the rigid protrusion is inserted, the wooden pole being configured such that when the base end surface of the wooden pole is placed on the bottom surface while the rigid protrusion is inserted into the recess, a gap exists over the entire circumference of the wooden pole between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole;
a plurality of rigid elongated members inserted into the gaps so as to be arranged in the circumferential direction of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole and their inner and outer sides in the radial direction based on the wooden pole being in contact with the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively;
The plurality of rigid elongated members include a plurality of plank-shaped compressed wooden pieces each having a thickness direction as an expansion direction,
A wooden pole installation structure characterized in that the multiple compressed wooden pieces are arranged circumferentially around the wooden pole with one side and the other side in the board thickness direction abutting the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively.
前記剛性長尺部材の上端は前記設置孔の上端より下方で終焉しており、
前記間隙のうち前記剛性長尺部材の上端より上方部分には充填材が充填されていることを特徴とする請求項1からの何れかに記載の木柱設置構造。
an upper end of the rigid elongated member terminates below an upper end of the mounting hole;
8. The wooden pole installation structure according to claim 1, wherein a filler material is filled in the gap above the upper end of the rigid elongated member.
前記複数の剛性長尺部材は、外形寸法が不変とされた複数の外形不変部材を含み、
前記複数の外形不変部材は、前記木柱の周方向に離間配置され、
前記間隙のうち前記木柱の周方向に関し隣接する外形不変部材の間において、前記複数の圧縮木材が周方向に配列されていることを特徴とする請求項1からの何れかに記載の木柱設置構造。
the plurality of rigid elongated members includes a plurality of shape-invariant members having shape dimensions that are invariant;
The plurality of shape-invariant members are spaced apart from one another in the circumferential direction of the wooden pole,
The wooden pole installation structure according to any one of claims 1 to 7 , characterized in that the plurality of compressed wooden pieces are arranged in the circumferential direction between adjacent shape-invariant members in the gap in the circumferential direction of the wooden pole.
前記複数の外形不変部材は前記木柱の周方向に等間隔に配置されていることを特徴とする請求項に記載の木柱設置構造。 The wooden pole installation structure according to claim 9 , wherein the plurality of shape-unchanging members are arranged at equal intervals in the circumferential direction of the wooden pole. 少なくとも一部が前記設置孔内に位置するように前記木柱に巻き付けられた板状剛性体を有していることを特徴とする請求項1から10の何れかに記載の木柱設置構造。 11. The wooden pole installation structure according to claim 1, further comprising a plate-shaped rigid body wrapped around the wooden pole so that at least a portion of the rigid body is positioned within the installation hole. 前記板状剛性体は、少なくとも一部が前記圧縮木材と対向するように前記木柱に巻き付けられていることを特徴とする請求項11に記載の木柱設置構造。 The wooden pole installation structure according to claim 11 , characterized in that the plate-shaped rigid body is wrapped around the wooden pole so that at least a portion of the rigid body faces the compressed wood. 上方に開く挿入孔を存する状態で基準面上に第1基礎コンクリートを打設する第1打設工程と、
上部が上方へ延在して剛性凸部を形成するように剛性部材の下部を前記挿入孔に挿入する剛性部材設置工程と、
上方に開き且つ底面から前記剛性凸部が上方へ突出するように形成された設置孔を有する第2基礎コンクリートを前記第1基礎コンクリート上に打設する第2打設工程と、
少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面には前記剛性部材のうち前記設置孔の底面から上方へ突出されてなる剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記設置孔の底面に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内に立設する木柱立設工程と、
長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、
前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されていることを特徴とする木柱設置方法。
A first pouring step of pouring a first foundation concrete on a reference surface in a state in which an insertion hole opening upward is present;
a rigid member installation step of inserting a lower portion of the rigid member into the insertion hole so that an upper portion of the rigid member extends upward to form a rigid protrusion;
A second pouring step of pouring a second foundation concrete having an installation hole formed so that the rigid protrusion protrudes upward from a bottom surface of the second foundation concrete on the first foundation concrete;
a wooden pole erecting process for inserting a wooden pole, the wooden pole having at least a lower region located within the installation hole that is smaller in diameter than the installation hole and a base end surface that is provided with a recess into which a rigid protrusion of the rigid member that protrudes upward from the bottom surface of the installation hole is inserted, into the installation hole, and placing the base end surface of the wooden pole on the bottom surface of the installation hole while inserting the rigid protrusion into the recess, so that a gap exists around the entire circumference of the wooden pole between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole;
and a step of inserting a plurality of rigid elongated members into the gaps so that the rigid elongated members are arranged around a lower region of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole;
The plurality of elongated members include a plurality of plank-shaped compressed wood pieces each having a thickness direction as an expansion direction,
The long-length member installation process is characterized in that the multiple plate-shaped compressed wood pieces are arranged around the lower region of the wooden post with one and the other sides in the thickness direction of the multiple plate-shaped compressed wood pieces abutting the outer peripheral surface of the lower region of the wooden post and the inner peripheral surface of the installation hole, respectively.
筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された底板を有し、前記底板のうち前記筒状側板によって囲まれる載置面領域内に上方へ突出された剛性凸部が設けられている型枠部材を支持部材を用いて基準面上に設置する型枠部材設置工程と、
少なくとも下部領域が前記筒状側板によって画される設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内において前記底板に立設する木柱立設工程と、
長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程と、
前記型枠部材設置工程後の任意タイミングにおいて、前記筒状側板の外周を覆うように基準面に基礎コンクリートを打設する打設工程とを備え、
前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成され
前記支持部材は、基端部が基準面に載置された状態で前記載置面領域に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記底板の基準面からの設置高さを変更可能とされており、
前記型枠部材設置工程の後で且つ前記木柱立設工程の前に、前記複数のボルト部材のうち前記底板より上方へ延びる部分を切断除去するボルト切断工程を備えていることを特徴とする木柱設置方法。
a form member installation process for installing a form member on a reference surface using a support member, the form member having a cylindrical side plate and a bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate, the bottom plate having a rigid protrusion protruding upward within a placement surface area surrounded by the cylindrical side plate;
a wooden pole erecting process for inserting a wooden pole, at least a lower region of which has a smaller diameter than the installation hole defined by the cylindrical side plates and a recess in a base end surface into which the rigid protrusion is engaged, into the installation hole, and placing the base end surface of the wooden pole on the bottom plate while engaging the rigid protrusion in the recess, so that a gap exists around the entire circumference of the wooden pole between an outer peripheral surface of the lower region of the wooden pole and an inner peripheral surface of the installation hole;
a step of inserting a plurality of rigid elongated members into the gap so that the rigid elongated members are arranged around a lower region of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole;
A pouring step of pouring foundation concrete onto a reference surface so as to cover an outer periphery of the cylindrical side plate at an arbitrary timing after the formwork member installation step,
The plurality of elongated members include a plurality of plank-shaped compressed wood pieces each having a thickness direction as an expansion direction,
The long member installation process is configured to arrange the plurality of plate-shaped compressed wood pieces around the lower region of the wooden pole with one side and the other side of the plate thickness direction of the plurality of plate-shaped compressed wood pieces abutting the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole , respectively;
the support member has a plurality of bolt members inserted into bolt through holes formed in the mounting surface area with a base end portion placed on a reference surface, and a plurality of nut members supporting the bottom plate in a state where the nut members are screwed into each of the plurality of bolt members, and the installation height of the bottom plate from the reference surface is changeable;
A wooden pole installation method characterized by including a bolt cutting process, after the formwork member installation process and before the wooden pole erection process, of cutting and removing portions of the plurality of bolt members that extend upward from the bottom plate .
筒状側板及び前記筒状側板の下端開口を閉塞するように前記筒状側板に連結された底板を有し、前記底板のうち前記筒状側板によって囲まれる載置面領域内に上方へ突出された剛性凸部が設けられている型枠部材を支持部材を用いて基準面上に設置する型枠部材設置工程と、
前記筒状側板の外周を覆うように基準面に基礎コンクリートを打設する打設工程と、
前記筒状側板を除去して、基礎コンクリートに上方に開く設置孔を形成する側板除去工程と、
少なくとも前記設置孔内に位置する下部領域が前記設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底板に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内において前記底板に立設する木柱立設工程と、
長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、
前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されていることを特徴とする木柱設置方法。
a form member installation process for installing a form member on a reference surface using a support member, the form member having a cylindrical side plate and a bottom plate connected to the cylindrical side plate so as to close a lower end opening of the cylindrical side plate, the bottom plate having a rigid protrusion protruding upward within a placement surface area surrounded by the cylindrical side plate;
A pouring step of pouring foundation concrete onto a reference surface so as to cover an outer periphery of the cylindrical side plate;
A side plate removing process in which the cylindrical side plate is removed to form an installation hole that opens upward in the foundation concrete;
a wooden pole erecting process for inserting a wooden pole, the wooden pole having a lower region located within the installation hole that is smaller in diameter than the installation hole and a recess in a base end surface into which the rigid protrusion is engaged, into the installation hole, and placing the base end surface of the wooden pole on the bottom plate while engaging the rigid protrusion in the recess, so that a gap exists between an outer peripheral surface of the lower region of the wooden pole and an inner peripheral surface of the installation hole over the entire circumference of the wooden pole, and erecting the wooden pole on the bottom plate within the installation hole;
and a step of inserting a plurality of rigid elongated members into the gaps so that the rigid elongated members are arranged around a lower region of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole;
The plurality of elongated members include a plurality of plank-shaped compressed wood pieces each having a thickness direction as an expansion direction,
The long-length member installation process is characterized in that the multiple plate-shaped compressed wood pieces are arranged around the lower region of the wooden post with one and the other sides in the thickness direction of the multiple plate-shaped compressed wood pieces abutting the outer peripheral surface of the lower region of the wooden post and the inner peripheral surface of the installation hole, respectively.
前記支持部材は、基端部が基準面に載置された状態で前記底板に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記底板の基準面からの設置高さを変更可能とされており、
前記底板は、前記載置面領域から前記木柱を基準にした径方向に関し外方へ延びる延在面領域を有し、
前記ボルト貫通孔は前記延在面領域に形成されて、前記複数のボルト部材は前記延在面領域を上下に貫通していることを特徴とする請求項15に記載の木柱設置方法。
the support member has a plurality of bolt members inserted into bolt through holes formed in the bottom plate with a base end placed on a reference surface, and a plurality of nut members supporting the bottom plate in a state where the nut members are screwed into each of the plurality of bolt members, and the installation height of the bottom plate from the reference surface is changeable;
The bottom plate has an extension surface area extending outward in a radial direction from the placement surface area relative to the wooden pole,
The wooden pole installation method according to claim 15 , characterized in that the bolt through-holes are formed in the extension surface area, and the plurality of bolt members pass through the extension surface area in the vertical direction.
前記支持部材は、基端部が基準面に載置された状態で前記載置面領域に形成されたボルト貫通孔に係入された複数のボルト部材と、前記複数のボルト部材の各々に螺合した状態で前記底板を支持する複数のナット部材とを有し、前記底板の基準面からの設置高さを変更可能とされており、
前記型枠部材設置工程の後で且つ前記木柱立設工程の前に、前記複数のボルト部材のうち前記底板より上方へ延びる部分を切断除去するボルト切断工程を備えていることを特徴とする請求項15に記載の木柱設置方法。
the support member has a plurality of bolt members inserted into bolt through holes formed in the mounting surface area with a base end portion placed on a reference surface, and a plurality of nut members supporting the bottom plate in a state where the nut members are screwed into each of the plurality of bolt members, and the installation height of the bottom plate from the reference surface is changeable;
The wooden pole installation method according to claim 15, further comprising a bolt cutting process for cutting and removing portions of the plurality of bolt members that extend upward from the bottom plate after the formwork member installation process and before the wooden pole erection process.
少なくとも一部が上方へ延びるように剛性部材が固着された支持板を支持部材を用いて基準面上に設置する支持板設置工程と、
前記支持板を覆いつつ、前記剛性部材の上部が上方へ突出して剛性凸部を形成するように基準面上に第1基礎コンクリートを打設する第1打設工程と、
上方に開き且つ底面から前記剛性凸部が上方へ突出するように形成された設置孔を有する第2基礎コンクリートを第1基礎コンクリート上に打設する第2打設工程と、
少なくとも下部領域が前記設置孔よりも小径とされ且つ基端面に前記剛性凸部が係入される凹部が設けられた木柱を前記設置孔に挿入して、前記剛性凸部を前記凹部に係入させつつ前記木柱の基端面を前記底面に載置させて、前記木柱の下部領域の外周面と前記設置孔の内周面との間に前記木柱の全周に亘って間隙が存する状態で前記木柱を前記設置孔内立設する木柱立設工程と、
長手方向が前記木柱の長手方向に沿った状態で前記木柱の下部領域の周りに配列するように、複数の剛性長尺部材を前記間隙内に挿入する長尺部材設置工程とを備え、
前記複数の長尺部材は、板厚方向が膨張方向とされた複数の板状圧縮木材を含み、
前記長尺部材設置工程は、前記複数の板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、前記複数の板状圧縮木材を前記木柱の下部領域の周りに配列するように構成されていることを特徴とする木柱設置方法。
a support plate installation step of installing a support plate, to which a rigid member is fixed so that at least a portion of the support plate extends upward, on a reference surface using a support member;
A first pouring step of pouring a first base concrete onto a reference surface so as to cover the support plate and cause an upper portion of the rigid member to protrude upward to form a rigid protrusion;
A second pouring step of pouring a second foundation concrete having an installation hole formed so that the rigid protrusion protrudes upward from a bottom surface of the second foundation concrete on the first foundation concrete;
a wooden pole installation process in which a wooden pole having at least a lower region with a smaller diameter than the installation hole and a recess in a base end surface into which the rigid protrusion is engaged is inserted into the installation hole, and the base end surface of the wooden pole is placed on the bottom surface while the rigid protrusion is engaged into the recess, so that a gap exists between the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole over the entire circumference of the wooden pole;
and a step of inserting a plurality of rigid elongated members into the gaps so that the rigid elongated members are arranged around a lower region of the wooden pole with their longitudinal direction aligned with the longitudinal direction of the wooden pole;
The plurality of elongated members include a plurality of plank-shaped compressed wood pieces each having a thickness direction as an expansion direction,
The long-length member installation process is characterized in that the multiple plate-shaped compressed wood pieces are arranged around the lower region of the wooden post with one and the other sides in the thickness direction of the multiple plate-shaped compressed wood pieces abutting the outer peripheral surface of the lower region of the wooden post and the inner peripheral surface of the installation hole, respectively.
前記複数の長尺部材は、前記複数の板状圧縮木材に加えて、外形寸法が不変とされた複数の外形不変部材を有し、
前記長尺部材設置工程は、前記複数の外形不変部材を設置する外形不変部材設置処理と、外形不変部材設置処理の後に前記複数の板状圧縮木材を設置する圧縮木材設置処理とを含み、
前記外形不変部材設置処理は、複数の外形不変部材における前記木柱を基準にした径方向に関し内方側及び外方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、複数の外形不変部材を前記木柱の周方向に関し互いに対して離間設置するように構成され、
前記圧縮木材設置処理は、板状圧縮木材の板厚方向一方側及び他方側がそれぞれ前記木柱の下部領域の外周面及び前記設置孔の内周面に当接された状態で、複数の板状圧縮木材を前記間隙のうち周方向に関し隣接する外形不変部材の間の領域において前記木柱の周りに配列させるように構成されていることを特徴とする請求項13から18の何れかに記載の木柱設置方法。
The plurality of elongated members includes, in addition to the plurality of planar compressed wood pieces, a plurality of shape-invariant members whose outer dimensions are invariable,
The long member installation process includes a shape-invariant member installation process for installing the plurality of shape-invariant members, and a compressed wood installation process for installing the plurality of planar compressed wood pieces after the shape-invariant member installation process,
The installation process of the outer shape invariant members is configured to install the plurality of outer shape invariant members at a distance from each other in the circumferential direction of the wooden pole, with the inner and outer sides of the plurality of outer shape invariant members in the radial direction based on the wooden pole being in contact with the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively;
The compressed wood installation process is configured to arrange multiple pieces of compressed wood around the wooden pole in the area between adjacent shape-unchanging members in the circumferential direction of the gap, with one and the other sides in the thickness direction of the plate-shaped compressed wood abutting the outer peripheral surface of the lower region of the wooden pole and the inner peripheral surface of the installation hole, respectively. A wooden pole installation method as described in any one of claims 13 to 18 .
前記長尺部材設置工程の後に、前記複数の板状圧縮木材に水分を含浸させる水分含浸工程を含むことを特徴とする請求項13から19の何れかに記載の木柱設置方法。 20. The wooden pole installation method according to claim 13 , further comprising a moisture impregnation step of impregnating the plurality of plate-shaped compressed wood pieces with moisture after the long member installation step.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000215707A (en) 1999-01-26 2000-08-04 Matsushita Electric Works Ltd Anchor frame for lighting pole
US20050072105A1 (en) 1997-07-07 2005-04-07 Pro Shop Plans Co., Inc. Deck construction
JP2014031607A (en) 2012-08-01 2014-02-20 Takigawajisha Architects Co Ltd Installation structure for wooden pole
US20170241127A1 (en) 2014-09-26 2017-08-24 Stc.Unm Bamboo Pole Connectors for Building Construction
JP2019206900A (en) 2018-03-05 2019-12-05 株式会社瀧川寺社建築 Embedded structure of wooden pole
JP2021011770A (en) 2019-07-09 2021-02-04 株式会社瀧川寺社建築 Installation structure for wooden pillar

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4830024Y1 (en) * 1969-01-27 1973-09-12
JPS5677553U (en) * 1979-11-22 1981-06-24
JPS5774450A (en) * 1980-10-28 1982-05-10 Riyouzou Yao Construction method for preventing partial settlement of wooden building due to wear and tear of wood foundation
JPH0327074Y2 (en) * 1984-10-03 1991-06-12
KR20060116947A (en) * 2005-05-12 2006-11-16 솔토스홈즈(주) Column construction method of wooden structure building

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20050072105A1 (en) 1997-07-07 2005-04-07 Pro Shop Plans Co., Inc. Deck construction
JP2000215707A (en) 1999-01-26 2000-08-04 Matsushita Electric Works Ltd Anchor frame for lighting pole
JP2014031607A (en) 2012-08-01 2014-02-20 Takigawajisha Architects Co Ltd Installation structure for wooden pole
US20170241127A1 (en) 2014-09-26 2017-08-24 Stc.Unm Bamboo Pole Connectors for Building Construction
JP2019206900A (en) 2018-03-05 2019-12-05 株式会社瀧川寺社建築 Embedded structure of wooden pole
JP2021011770A (en) 2019-07-09 2021-02-04 株式会社瀧川寺社建築 Installation structure for wooden pillar

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