JP2019073876A - Foundation structure for solar car port - Google Patents
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Description
本発明は、ソーラーカーポート用基礎構造に関する。 The present invention relates to a solar carport foundation.
自動車等を駐車するための車庫として建造されるカーポートに、太陽光パネルを搭載して発電を可能としたソーラーカーポートが提案されている。このソーラーカーポートの基礎構造を施工する際に、建物の基礎構造と同様に鉄筋コンクリートを採用すると、鉄筋の加工、型枠の組立、型枠の解体等の煩雑な作業が発生し、工期が長期化するという問題があった。 There has been proposed a solar car port capable of generating power by mounting a solar panel on a car port constructed as a garage for parking a car or the like. When constructing the foundation structure of this solar car port, if reinforced concrete is adopted in the same way as the foundation structure of the building, complicated work such as processing of rebar, assembly of a form, dismantling of a form occurs and the construction period is long There was a problem of
そこで、近年においては、地盤に打ち込まれた少なくとも二つの杭の上端に角型鋼管を各々固定し、これら角型鋼管の上方に長尺のＨ型鋼を配置し、複数のボルト及びナットを用いて角型鋼管をＨ型鋼に連結し、杭と角型鋼管とＨ型鋼の外側にコンクリートを打設して基礎構造とする技術が提案されている（例えば下記特許文献１）。かかる技術を採用すると、鉄筋の加工等の作業を省略することができ、短工期での施工が可能となる、とされている。 Therefore, in recent years, square steel pipes are fixed to the upper ends of at least two piles driven into the ground, long H-shaped steels are disposed above these square steel pipes, and a plurality of bolts and nuts are used. A technique has been proposed in which a square steel pipe is connected to an H-shaped steel, and concrete is cast on the outside of the pile, the square steel pipe and the H-shaped steel to form a foundation structure (for example, Patent Document 1 below). By adopting this technology, it is possible to omit work such as processing of reinforcing bars, and construction in a short construction period becomes possible.
ところで、自動車等を駐車する駐車場の種類として、図８に示すような並列駐車の他、土地の形状の制約や限られた駐車スペースを有効活用することを意図して、車両を所定角度傾斜させた状態で駐車する駐車場（以下、斜め駐車とも称する）が存在する。この斜め駐車に特許文献１の基礎構造を適用する場合、車両を駐車するスペースを画定する区画線Ｌの境界線Ｌｃ（図８において上下方向に隣接する区画線Ｌの中央部）で基礎構造（図８に示す領域Ｓに配置した基礎構造）を屈曲させた構成とする必要がある。しかしながら、特許文献１においては、斜め駐車の区画線に沿って基礎構造を屈曲させた構成（言い換えれば、基礎構造を構成するＨ型鋼に角度を持たせた状態（平面視略Ｖ字型）で連結した構成）について何ら具体的な検討がされていなかった。また、特許文献１の基礎構造は、隣り合う二つの杭を架け渡すように一つのＨ型鋼が連結される構成（一つのＨ型鋼の両端部を下方側から二つの杭で支持する構成）を前提とするものであるから、仮に特許文献１の基礎構造を斜め駐車に適用した場合には、隣り合う二つのＨ型鋼を支持する杭が四本必要となり、コストの増加を招くおそれがあった。 By the way, besides the parallel parking shown in FIG. 8 as a type of parking lot for parking an automobile etc., the vehicle is inclined at a predetermined angle with the intention of effectively utilizing the restriction of the shape of the land and the limited parking space. There is a parking lot (hereinafter, also referred to as “diagonal parking”) that is parked in a state where it is allowed to move. When applying the foundation structure of Patent Document 1 to this oblique parking, the foundation structure (the central portion of the division line L adjacent in the vertical direction in FIG. 8) of the border line Lc of the division line L that defines the space for parking the vehicle. It is necessary to make it the structure which bent the foundation structure arrange | positioned to the area | region S shown in FIG. However, in Patent Document 1, the configuration in which the foundation structure is bent along the dividing lines of the oblique parking (in other words, in a state where the H-shaped steel forming the foundation structure has an angle (generally V-shaped in plan view) No specific study has been made on the linked configuration). Moreover, the foundation structure of Patent Document 1 has a configuration in which one H-shaped steel is connected so as to bridge two adjacent piles (a configuration in which both ends of one H-shaped steel are supported by two piles from the lower side) Since the premise is that the foundation structure of Patent Document 1 is applied to oblique parking, four piles supporting two adjacent H-shaped steels are required, which may lead to an increase in cost. .
そこで、本発明は、杭の本数の増加を抑えながら、所定角度傾斜した駐車区画線に適用することができるソーラーカーポート用基礎構造を提供することを目的とする。 Then, an object of this invention is to provide the foundation structure for solar car ports which can be applied to the parking division line inclined by the predetermined angle, suppressing increase of the number of piles.
本発明の一態様に係るソーラーカーポート用基礎構造は、上端部を地盤から突出させて打ち込まれた少なくとも三つの杭と、前記杭のうち少なくとも中央の杭の上端部に取り付けられる分岐部材と、前記分岐部材の上端部に連結される複数の調整部材と、前記中央の杭とは異なる杭の上方側に連結される調整部材と、複数の前記調整部材を連結する鉄骨部材と、前記杭の前記地盤から突出した部分と、前記分岐部材と、前記調整部材と、前記鉄骨部材との外側に打設されるコンクリートとを備える。 A foundation structure for a solar car port according to an aspect of the present invention comprises: at least three piles driven with an upper end protruding from the ground; and a branch member attached to an upper end of at least a central pile of the piles; A plurality of adjustment members coupled to the upper end of the branch member, an adjustment member coupled to the upper side of a pile different from the central pile, a steel frame member coupling the plurality of adjustment members, and the pile It is provided with the part which protruded from the said ground, the said branch member, the said adjustment member, and the concrete thrown in the outer side of the said steel frame member.
この態様によれば、中央の杭に対して連結された複数の調整部材を利用して鉄骨部材を連結させることができる。このように１つの杭に連結された複数の調整部材を利用して鉄骨部材を連結させることができるので、例えば所定角度傾斜した駐車区画線に用いる場合であっても、杭の本数の増加を抑えながらソーラーカーポート用基礎構造を構築することができる。 According to this aspect, the steel frame members can be connected using a plurality of adjustment members connected to the central pile. Since the steel frame members can be connected using a plurality of adjustment members connected to one pile in this manner, for example, even when used for a parking section line inclined at a predetermined angle, the number of piles is increased. It is possible to construct a solar carport foundation structure while suppressing it.
上記態様において、前記複数の調整部材のうち、一方の前記調整部材に連結された前記鉄骨部材と、他方の前記調整部材に連結された前記鉄骨部材とは、平面視で所定角度を成した状態で配置されていてもよい。 In the above aspect, among the plurality of adjustment members, the steel frame member connected to one of the adjustment members and the steel frame member connected to the other adjustment member form a predetermined angle in plan view It may be arranged in
上記態様において、前記分岐部材は、前記杭を中心として平面視で異なる方向に延在する分岐部を有し、前記分岐部においてそれぞれ前記調整部材が連結されていてもよい。 In the above aspect, the branch member may have branch portions extending in different directions in plan view with the pile at the center, and the adjustment members may be connected to each other at the branch portions.
上記態様において、前記分岐部の延在方向に直交する方向の寸法は、前記鉄骨部材の幅方向の寸法以下としてもよい。 In the above aspect, the dimension in the direction orthogonal to the extending direction of the branch portion may be equal to or less than the dimension in the width direction of the steel frame member.
上記態様において、前記分岐部材は、内部を上下方向に貫通した貫通孔を有し、前記分岐部材と前記杭の上端部とは、前記貫通孔及び前記杭の上端部に形成された貫通孔を挿通させたボルトにより接合されていてもよい。 In the above aspect, the branch member has a through hole penetrating vertically in the inside, and the branch member and the upper end portion of the pile are through holes formed in the through hole and the upper end portion of the pile. It may be joined by a bolt inserted.
本発明によれば、杭の本数の増加を抑えながら、所定角度傾斜した駐車区画線に適用することができるソーラーカーポート用基礎構造を提供することができる。 According to the present invention, it is possible to provide a solar carport foundation structure that can be applied to a parking lot line inclined at a predetermined angle while suppressing an increase in the number of piles.
以下添付図面を参照しながら本発明の実施形態について説明する。尚、以下の好ましい実施形態の説明は、例示に過ぎず、本発明、その適用物或いはその用途を制限することを意図するものではない。以下の説明においては、特に断らない限り「上下方向」とは、地面に対して垂直の方向（図２等において上下方向）のことを示し、「左右方向」とは、ソーラーカーポート用基礎構造の左右方向（図２等において左右方向）のことを示す。 Hereinafter, embodiments of the present invention will be described with reference to the attached drawings. The following description of the preferred embodiments is merely an example, and is not intended to limit the present invention, its applications, or its applications. In the following description, “vertical direction” indicates a direction perpendicular to the ground (vertical direction in FIG. 2 and the like) unless otherwise specified, and “left and right direction” indicates a solar car port foundation structure The left-right direction (left-right direction in FIG. 2 etc.) is shown.
図１は、ソーラーカーポート用基礎構造１０（以下、基礎構造１０と称する）の適用例を示す概略平面図である。図１に示すように、基礎構造１０は、車両Ｆを傾斜させた状態で駐車する駐車場の区画線Ｌの境界線（図１において上下方向に隣接する区画線Ｌの中央部）Ｌｃを跨いで配置され、平面視略Ｖ字型に屈曲した形状を有する。なお、図１は、本実施形態に係る基礎構造１０を斜め駐車の区画線Ｌに沿って配置した一例を示すものであり、この構成に限定されるわけではない。例えば、本実施形態に係る基礎構造１０を、その他の駐車場（例えば縦列駐車や並列駐車等）にも配置することが可能である。なお、ソーラーカーポートの構成の図示は省略するが、概略的には、基礎構造１０から上方に延びる支柱と、当該支柱と連結される縦枠と、縦枠間を架け渡すように左右方向に延びて配置される横枠と、横枠上に取り付けられる太陽光パネルと、を有する。 FIG. 1 is a schematic plan view showing an application example of a solar car port foundation structure 10 (hereinafter referred to as a foundation structure 10). As shown in FIG. 1, the foundation structure 10 straddles the boundary line L (the central portion of the division line L adjacent in the vertical direction in FIG. 1) of the boundary line L of the parking lot parked with the vehicle F inclined. , And has a shape bent in a substantially V-shape in plan view. In addition, FIG. 1 shows an example which arranged the foundation structure 10 which concerns on this embodiment along the division line L of diagonal parking, and it is not necessarily limited to this structure. For example, the foundation structure 10 according to the present embodiment can be arranged in other parking lots (for example, parallel parking, parallel parking, and the like). Although illustration of the configuration of the solar car port is omitted, generally, a pillar extending upward from the foundation structure 10, a vertical frame connected to the pillar, and a horizontal frame so as to bridge the vertical frames It has a transverse frame arranged to be extended and a solar panel mounted on the transverse frame.
図２及び図３を参照しながら、第１実施形態に係る基礎構造１０の構成について説明する。図２は、基礎構造１０の概略構成を示す側面図である。図３は、図２に示す基礎構造１０の構成部品を説明するための分解平面図である。 The configuration of the foundation structure 10 according to the first embodiment will be described with reference to FIGS. 2 and 3. FIG. 2 is a side view showing a schematic configuration of the foundation structure 10. FIG. 3 is an exploded plan view for explaining components of the foundation structure 10 shown in FIG.
図２に示す基礎構造１０は、カーポートの柱の下端部分を支持するために用いられる基礎構造である。基礎構造１０は、杭２０と、分岐部材３０と、調整部材４０と、コンクリートＣとを備える。なお、図３では、図示の便宜上、杭２０やコンクリートＣ等を含む部材の図示を省略している。 The foundation structure 10 shown in FIG. 2 is a foundation structure used to support the lower end portion of the carport pillar. The foundation structure 10 includes a pile 20, a branch member 30, an adjustment member 40, and concrete C. In FIG. 3, for convenience of illustration, illustration of members including the pile 20 and concrete C is omitted.
杭２０は、図２に示すように、上端部を地盤Ｇから突出させた状態で地盤Ｇに打ち込まれている。本実施形態では少なくとも三つの杭２０が用いられる。三つの杭２０は、例えば車両を傾斜した状態で駐車する斜め駐車の区画線に沿って同一直線上にない位置に打ち込まれている。杭２０は、例えば円筒上の鋼管が用いられ、既存の方法で地盤Ｇに打ち込まれる。杭２０の上端部の開口部分の内側には、蓋部材２１が嵌め込まれている。蓋部材２１の中央部には、上下方向に貫通する貫通孔２１ａが形成されている。 The pile 20 is driven into the ground G in a state in which the upper end portion protrudes from the ground G, as shown in FIG. In the present embodiment, at least three stakes 20 are used. For example, the three stakes 20 are driven to positions that are not on the same straight line along the diagonal parking line where the vehicle is parked in an inclined state. The pile 20 is, for example, a steel pipe on a cylinder, and is driven into the ground G by an existing method. A lid member 21 is fitted inside the opening at the upper end of the pile 20. At a central portion of the lid member 21, a through hole 21a penetrating in the vertical direction is formed.
分岐部材３０は、杭２０の上端部に配置されて杭２０と連結される部材である。本実施形態では、少なくとも三つの杭２０のうち中央の杭２０の上端部に当接して分岐部材３０が連結されている。なお、本実施形態において、分岐部材３０が中央の杭２０のみに設けられる構成に限定されず、基礎構造１０を構成する全ての杭２０に設けられてもよく、その個数は適宜変更可能である。 The branch member 30 is a member disposed at the upper end portion of the pile 20 and coupled to the pile 20. In the present embodiment, the branch member 30 is connected in contact with the upper end portion of the central pile 20 among the at least three piles 20. In addition, in this embodiment, it is not limited to the structure by which the branch member 30 is provided only in the pile 20 of a center, You may provide in all the piles 20 which comprise the foundation structure 10, The number can be changed suitably. .
分岐部材３０は、図３に示すように、杭２０を中心として異なる方向に分岐した分岐部３２を有する。本実施形態では、分岐部材３０は、杭２０を中心として鉄骨部材１００の長手方向に沿う方向にそれぞれ分岐した２つの分岐部３２を有している。分岐部材３０には、その上下方向（図２において上下方向）に貫通する貫通孔３１が複数形成されている。 The branch member 30 has the branch part 32 branched to a different direction centering | focusing on the pile 20, as shown in FIG. In the present embodiment, the branch member 30 has two branch portions 32 branched respectively in the direction along the longitudinal direction of the steel frame member 100 with the pile 20 as the center. A plurality of through holes 31 penetrating in the vertical direction (vertical direction in FIG. 2) of the branch member 30 are formed.
複数の貫通孔３１のうち、杭２０の上端部と当接する部分（分岐部材３０の中央部）に位置する貫通孔３１は、杭２０の蓋部材２１の貫通孔２１ａに対応する位置に形成されている。分岐部材３０の中央部に位置する貫通孔３１及び蓋部材２１の貫通孔２１ａには雄ねじ部材８０（ボルト（例えば無頭雄ねじ部材））が挿通される。貫通孔３１及び貫通孔２１ａに挿通された雄ねじ部材８０と螺合されるナット８１ａ、８１ｂとの締結により、分岐部材３０が杭２０の上端部に当接した状態で連結される。 Among the plurality of through holes 31, the through holes 31 located at a portion (central portion of the branch member 30) in contact with the upper end portion of the pile 20 are formed at positions corresponding to the through holes 21 a of the lid member 21 of the pile 20. ing. A male screw member 80 (bolt (for example, a headless male screw member)) is inserted through the through hole 31 located at the central portion of the branch member 30 and the through hole 21 a of the lid member 21. The bifurcated member 30 is connected in a state of being in contact with the upper end portion of the pile 20 by fastening the through holes 31 and the externally threaded members 80 inserted into the through holes 21 a and the nuts 81 a and 81 b screwed together.
複数の貫通孔３１のうち、分岐部材３０の分岐部３２にそれぞれ形成される貫通孔３１は、後述する調整部材４０の下端部４２に形成された挿通孔４２ａに対応する位置に形成されている。 Among the plurality of through holes 31, the through holes 31 formed in the branch portion 32 of the branch member 30 are formed at positions corresponding to the through holes 42a formed in the lower end portion 42 of the adjustment member 40 described later. .
本実施形態において、分岐部材３０の外縁は、鉄骨部材１００の外縁に沿うように配置されていることが好ましい。詳細には、図３に示すように、分岐部３２の延在方向に直交する方向（図３に示す鉄骨部材１００の幅方向）の寸法Ｄ２は、鉄骨部材の幅方向の寸法Ｄ１以下であることが好ましい。例えば、分岐部材の外縁が鉄骨部材１００の外縁より外側にはみ出した場合、当該はみ出した部分との間に所定のかぶり厚を保持した状態でコンクリートＣを覆う必要があるため、コンクリートＣを含む基礎構造が大型化してしまうおそれがある。本実施形態によれば、分岐部３２の延在方向に直交する方向の寸法Ｄ２が鉄骨部材の幅方向の寸法Ｄ１以下であるため、分岐部材３０及び鉄骨部材１００との間に所定のかぶり厚を保持したコンクリートＣの厚みが増加することが抑えられ、その結果、基礎構造１０の小型化を図ることができる。 In the present embodiment, the outer edge of the branch member 30 is preferably disposed along the outer edge of the steel frame member 100. Specifically, as shown in FIG. 3, the dimension D2 in the direction (the width direction of the steel frame member 100 shown in FIG. 3) orthogonal to the extending direction of the branch portion 32 is equal to or less than the dimension D1 in the width direction of the steel frame member Is preferred. For example, when the outer edge of the branch member protrudes outside the outer edge of the steel frame member 100, it is necessary to cover the concrete C in a state in which a predetermined cover thickness is held between the extended portion and the foundation. There is a risk that the structure will be enlarged. According to the present embodiment, the dimension D2 in the direction orthogonal to the extending direction of the branch portion 32 is equal to or less than the dimension D1 in the width direction of the steel frame member, so a predetermined cover thickness between the branch member 30 and the steel frame member 100 It is suppressed that the thickness of the concrete C which hold | maintained is increased, As a result, size reduction of the foundation structure 10 can be achieved.
なお、分岐部材３０として、例えば平板状の金属板を用いることができるが、この構成に限定されず、例えばＨ型鋼やその他の形状等に適宜変更することができる。分岐部材３０の変形例については後述する。 In addition, although the flat metal plate can be used as the branch member 30, for example, it is not limited to this structure, For example, it can change suitably to H-shaped steel, another shape, etc. FIG. A modified example of the branch member 30 will be described later.
調整部材４０は、分岐部材３０の上端部又は杭２０の上端部に連結される部材である。本実施形態において、杭２０の上端部に分岐部材３０が配置される場合（図２に示す、中央の杭２０に分岐部材３０が配置される場合）には、調整部材４０は分岐部材３０の上端部に連結される。一方、杭２０の上端部に分岐部材３０が配置されない場合には、調整部材４０は杭２０（図２に示す三つの杭２０のうち、左側及び右側の杭２０）の上端部に連結される。分岐部材３０の上端部に連結される調整部材４０は、杭２０の上端部に連結される調整部材４０と同じ部材により構成されるものであるので、以下では杭２０の上端部に連結される調整部材４０の構成の全部又は一部の説明を省略する。 The adjustment member 40 is a member connected to the upper end portion of the branch member 30 or the upper end portion of the pile 20. In the present embodiment, when the branch member 30 is disposed at the upper end portion of the pile 20 (when the branch member 30 is disposed at the central pile 20 shown in FIG. 2), the adjustment member 40 is a part of the branch member 30. It is connected to the upper end. On the other hand, when the branch member 30 is not disposed at the upper end of the pile 20, the adjusting member 40 is connected to the upper end of the pile 20 (the left and right piles 20 of the three piles 20 shown in FIG. 2) . The adjusting member 40 connected to the upper end portion of the branch member 30 is configured by the same member as the adjusting member 40 connected to the upper end portion of the pile 20, and hence is connected to the upper end portion of the pile 20 below The description of the whole or part of the configuration of the adjustment member 40 is omitted.
調整部材４０は、分岐部材３０の上端部に複数連結されている。詳細には、分岐部材３０のうち、杭２０を中心として異なる方向に分岐した分岐部３２の上端部にそれぞれ調整部材４０が連結されている。各調整部材４０は、分岐部材３０の上端部に連結される下端部４２と、鉄骨部材１００の下フランジ１０２に連結される上端部４１と、下端部４２と上端部４１とを連接する連接部４３とを有する。 A plurality of adjustment members 40 are connected to the upper end of the branch member 30. In detail, adjustment members 40 are respectively connected to upper end portions of branch portions 32 of the branch members 30 branched in different directions centering on the pile 20. Each adjustment member 40 has a lower end 42 connected to the upper end of the branch member 30, an upper end 41 connected to the lower flange 102 of the steel frame member 100, and a connecting part connecting the lower end 42 and the upper end 41 And 43.
下端部４２には、その上下方向（図２において上下方向）に貫通した第２長孔４２ａが形成されている。第２長孔４２ａは、図３に示すように、分岐部材３０に対する調整部材４０の位置を調整可能とするように、所定方向（本実施形態では鉄骨部材１００の短手方向）に延びるスリット形状を有する。第２長孔４２ａは、分岐部材３０の分岐部３２の貫通孔３１と対応する位置に形成されている。第２長孔４２ａ及び貫通孔３１には雄ねじ部材８０（ボルト）が挿通され、この雄ねじ部材８０と螺合されるナット８１ａとの締結により、分岐部３２と調整部材４０とが連結される。 The lower end portion 42 is formed with a second elongated hole 42a penetrating in the vertical direction (vertical direction in FIG. 2). As shown in FIG. 3, the second elongated hole 42a has a slit shape extending in a predetermined direction (in the short direction of the steel frame member 100 in this embodiment) so that the position of the adjustment member 40 with respect to the branch member 30 can be adjusted. Have. The second elongated holes 42 a are formed at positions corresponding to the through holes 31 of the branch portion 32 of the branch member 30. A male screw member 80 (bolt) is inserted through the second long hole 42 a and the through hole 31, and the branch portion 32 and the adjustment member 40 are connected by fastening the nut 81 a screwed with the male screw member 80.
上端部４１には、その上下方向（図２において上下方向）に貫通した第１長孔４１ａが形成されている。第１長孔４１ａは、図３に示すように、調整部材４０の上方側に連結される鉄骨部材１００の位置を調整可能とするように、所定方向（本実施形態では鉄骨部材１００の長手方向（言い換えれば、第２長孔４２ａの長手方向に直交する方向））に延びるスリット形状を有する。第１長孔４１ａは、後述する鉄骨部材１００の下フランジ１０２に形成される挿通孔１０２ａと対応する位置に形成されている。 In the upper end portion 41, a first long hole 41a penetrating in the vertical direction (vertical direction in FIG. 2) is formed. As shown in FIG. 3, the first elongated hole 41 a has a predetermined direction (in the present embodiment, a longitudinal direction of the steel frame member 100 so that the position of the steel frame member 100 connected to the upper side of the adjustment member 40 can be adjusted. (In other words, it has a slit shape extending in the direction orthogonal to the longitudinal direction of the second long hole 42a). The first long holes 41 a are formed at positions corresponding to the insertion holes 102 a formed in the lower flange 102 of the steel frame member 100 described later.
なお、調整部材４０は、本実施形態において、上端部４１と下端部４２と連接部４３とを有する構成であるがこの構成に限定されない。例えばＨ型鋼を含むその他の形状の部材を調整部材４０としてもよく、分岐部材３０と鉄骨部材１００との間（或いは、杭２０と鉄骨部材１００との間）に配置されて各部材を連結可能な構成であれば、任意の構成を調整部材４０として用いることができる。 In addition, although the adjustment member 40 is a structure which has the upper end part 41, the lower end part 42, and the connection part 43 in this embodiment, it is not limited to this structure. For example, a member of another shape including H-shaped steel may be used as the adjustment member 40, and it may be disposed between the branch member 30 and the steel frame member 100 (or between the pile 20 and the steel frame member 100) Any configuration can be used as the adjustment member 40 as long as it has the above configuration.
鉄骨部材１００は、調整部材４０同士を連結する長尺状のＨ型鋼である。本実施形態では、図２に示すように、分岐部材３０の上端部に配置された調整部材４０と、分岐部材３０が設けられた杭２０（中央の杭２０）とは異なる杭２０の上方側に連結される調整部材４０とを架け渡すように鉄骨部材１００が連結されている。 The steel frame member 100 is a long H-shaped steel connecting the adjustment members 40 to each other. In the present embodiment, as shown in FIG. 2, the upper side of the pile 20 different from the adjustment member 40 disposed at the upper end portion of the branch member 30 and the pile 20 (center pile 20) provided with the branch member 30. The steel frame member 100 is connected so as to bridge the adjustment member 40 connected to the.
また本実施形態では、図３に示すように、分岐部材３０の上端部に連結された複数の調整部材４０のうち、一方の調整部材４０に連結された鉄骨部材１００と、他方の調整部材４０に連結された鉄骨部材１００とは、平面視で所定角度を成した状態（言い換えれば、平面視略Ｖ字型）で配置されている。なお、図３等において、隣り合う鉄骨部材１００を離間させた状態で配置しているが、この態様に限定されるものではない。例えば、隣り合う鉄骨部材１００を当接させて配置してもよい。上記所定角度は、隣り合う鉄骨部材１００を当接させたと仮定したときの鉄骨部材１００同士が成す角度を示すものであるが、本発明において任意に設定される。各鉄骨部材１００は、上フランジ１０１と、下フランジ１０２と、ウェブ１０３と、を有する。なお、上フランジ１０１の上面には、図示は省略するが、ソーラーカーポートを構成する支柱を連結可能とする部材が適宜取り付けられる。 Further, in the present embodiment, as shown in FIG. 3, among the plurality of adjustment members 40 connected to the upper end portion of the branch member 30, the steel frame member 100 connected to one adjustment member 40 and the other adjustment member 40 The steel frame member 100 connected to is disposed in a state in which a predetermined angle is formed in plan view (in other words, substantially V-shaped in plan view). In addition, in FIG. 3 etc., although the steel frame member 100 which adjoins is arrange | positioned in the spaced state, it is not limited to this aspect. For example, adjacent steel frame members 100 may be disposed in contact with each other. Although the said predetermined angle shows the angle which steel frame members 100 comrades when it assumes that the adjacent steel frame members 100 were contact | abutted, it is arbitrarily set in this invention. Each steel frame member 100 has an upper flange 101, a lower flange 102 and a web 103. In addition, although illustration is abbreviate | omitted to the upper surface of the upper flange 101, the member which enables the support | pillar which comprises a solar car port to be connectable is attached suitably.
下フランジ１０２には、その上下方向（図２において上下方向）に貫通する挿通孔１０２ａが形成されている。挿通孔１０２ａは、組み付けられた状態において、調整部材４０の上端部４１の第１長孔４１ａに対応する位置に、下フランジ１０２の左右それぞれにウェブ１０３を挟んで四箇所形成されている。挿通孔１０２ａ及び第１長孔４１ａには雄ねじ部材９０（ボルト（例えば無頭雄ねじ部材））が挿通され、この雄ねじ部材９０にナット９１ａ〜９１ｄが螺合される。ナット９１ａ、９１ｂは、調整部材４０の上端部４１を上下方向においてそれぞれ挟むように配設され、ナット９１ｃ、９１ｄは、鉄骨部材１００の下フランジ１０２を上下方向においてそれぞれ挟むように配設される。雄ねじ部材９０とナット９１ａ〜９１ｄとの締結により、鉄骨部材１００と調整部材４０とが連結される。 The lower flange 102 is formed with an insertion hole 102a penetrating in the vertical direction (vertical direction in FIG. 2). In the assembled state, the insertion holes 102 a are formed at four positions on the left and right of the lower flange 102 at positions corresponding to the first long holes 41 a of the upper end portion 41 of the adjustment member 40. A male screw member 90 (bolt (for example, a headless male screw member)) is inserted into the insertion hole 102a and the first long hole 41a, and nuts 91a to 91d are screwed into the male screw member 90. The nuts 91a and 91b are disposed to sandwich the upper end portion 41 of the adjustment member 40 in the vertical direction, and the nuts 91c and 91d are disposed to sandwich the lower flange 102 of the steel frame member 100 in the vertical direction. . The steel frame member 100 and the adjustment member 40 are connected by fastening the male screw member 90 and the nuts 91 a to 91 d.
なお、上述した、分岐部材３０と調整部材４０とを連結するための締結部材（雄ねじ部材８０（ボルト）及びナット８１ａ、８１ｂ）、及び、調整部材４０と鉄骨部材１００とを連結するための締結部材（雄ねじ部材９０（ボルト）及びナット９１ａ〜９１ｄ）は、各部材を連結可能な機能を有していれば、締結部材の構成として任意の部材を選択可能である。また、ボルト及びナットの個数や形状等は図示の例に限定されることなく適宜変更可能である。 In addition, the fastening member (male screw member 80 (bolt) and nut 81a, 81b) for connecting the branching member 30 and the adjusting member 40 described above, and the fastening for connecting the adjusting member 40 and the steel frame member 100 The members (male screw members 90 (bolts) and nuts 91a to 91d) can select any member as the configuration of the fastening member as long as they have a function capable of connecting the respective members. Further, the numbers and shapes of the bolts and nuts are not limited to the illustrated example and can be changed as appropriate.
以上のように連結される部材（杭２０、分岐部材３０、調整部材４０及び鉄骨部材１０）の周囲を覆うようにコンクリートＣが打設される。本実施形態では、杭２０の地盤Ｇから突出した部分と、分岐部材３０と、調整部材４０と、鉄骨部材１００とを内包して略直方体形状に形成されたコンクリートＣが打設されている。 Concrete C is cast so as to cover the periphery of the members (pile 20, branch member 30, adjustment member 40, and steel member 10) connected as described above. In the present embodiment, a concrete C which is formed into a substantially rectangular parallelepiped shape including the portion protruding from the ground G of the pile 20, the branch member 30, the adjusting member 40, and the steel frame member 100 is cast.
続いて、分岐部材３０に対する調整部材４０の位置調整について説明する。調整部材４０と分岐部材３０とを連結する際には、雄ねじ部材８０と螺合されるナット８１ａ、８１ｂとの締結部分を緩めにして調整部材４０を可動状態とし、分岐部材３０に対する調整部材４０の位置を調整する。調整部材４０の位置が決まったら、分岐部材３０の貫通孔３１と調整部材４０の下端部４２の第２長孔４２ａを挿通した雄ねじ部材８０に螺合されるナット８１ａ、８１ｂにより、分岐部材３０と下端部４２とを上下方向に挟み込んで締結する。 Subsequently, position adjustment of the adjustment member 40 with respect to the branch member 30 will be described. When connecting the adjustment member 40 and the branch member 30, the fastening portions of the male screw member 80 and the nuts 81a and 81b to be screwed are loosened to make the adjustment member 40 movable and the adjustment member 40 for the branch member 30 Adjust the position of. When the position of the adjustment member 40 is determined, the branch member 30 is divided by the nuts 81a and 81b screwed into the male screw member 80 inserted through the through hole 31 of the branch member 30 and the second long hole 42a of the lower end portion 42 of the adjustment member 40. And the lower end portion 42 are clamped vertically.
下端部４２の第２長孔４２ａは、図３に示すように、鉄骨部材１００の短手方向に延びるようにスリット状に形成されているので、調整部材４０を分岐部材３０に対して可動させて位置決めすることができる。 Since the second long hole 42a of the lower end portion 42 is formed in a slit shape so as to extend in the short direction of the steel frame member 100 as shown in FIG. Can be positioned.
調整部材４０に対する鉄骨部材１００の位置調整について説明する。鉄骨部材１００を調整部材４０に連結する際には、雄ねじ部材９０と螺合されるナット９１ａ、９１ｂ、９１ｃ、９１ｄの締結を緩めにして鉄骨部材１００を可動状態とし、鉄骨部材１００の位置を調整する。鉄骨部材１００の位置が決まったら、ナット９１ｃ、９１ｄで下フランジ１０２を上下方向において挟み込み、ナット９１ａ、９１ｂで調整部材４０の上端部４１を上下方向において挟み込んで締結する。 Position adjustment of the steel frame member 100 with respect to the adjustment member 40 will be described. When the steel frame member 100 is connected to the adjusting member 40, the fastening of the nuts 91a, 91b, 91c, 91d screwed with the male screw member 90 is loosened to make the steel frame member 100 movable and the position of the steel frame member 100 adjust. When the position of the steel frame member 100 is determined, the lower flange 102 is vertically sandwiched by the nuts 91c and 91d, and the upper end portion 41 of the adjustment member 40 is vertically clamped by the nuts 91a and 91b.
上端部４１の第１長孔４１ａは、鉄骨部材１００の長手方向（鉄骨部材１００の延在方向）に延びるスリット状に形成された長孔なので、鉄骨部材１００の長手方向における位置決めをすることができる。また、ナット９１ｂ、９１ｃ間の長さにより下フランジ１０２と上端部４１との間隔が決められ、鉄骨部材１００の調整部材４０に対する上下方向の位置決めをすることができる。 Since the first long hole 41a of the upper end portion 41 is a long hole formed in a slit shape extending in the longitudinal direction of the steel frame member 100 (the extending direction of the steel frame member 100), positioning of the steel frame member 100 in the longitudinal direction can be performed. it can. Further, the distance between the lower flange 102 and the upper end portion 41 is determined by the length between the nuts 91 b and 91 c, and the positioning of the steel frame member 100 relative to the adjustment member 40 can be performed in the vertical direction.
なお、杭２０の上端部に分岐部材３０が連結されない構成の場合（すなわち、杭２０の上端部に調整部材４０が当接して連結される構成の場合）には、杭２０に対する調整部材４０を次のように位置決めする。詳述すると、調整部材４０と杭２０との連結部分においては、（下端部４２の第２長孔４２ａと蓋部材２１の貫通孔２１ａとを挿通した）雄ねじ部材８０と螺合されるナット８１ａ、８１ｂとの締結部分を緩めにして調整部材４０を可動状態とし、杭２０に対する調整部材４０の位置を調整する。調整部材４０の位置が決まったら、杭２０の蓋部材２１及び調整部材４０の下端部４２をナット８１ａ、８１ｂで上下方向に挟みこんで締結する。 In the case where the branch member 30 is not connected to the upper end portion of the pile 20 (that is, in the case where the adjustment member 40 is in contact with and connected to the upper end portion of the pile 20), the adjustment member 40 for the pile 20 is used. Position as follows. If it explains in full detail, in the connection part of the adjustment member 40 and the pile 20, the nut 81a screwed with the male screw member 80 (inserted through the second long hole 42a of the lower end 42 and the through hole 21a of the lid member 21) , And 81b to make the adjusting member 40 movable and adjust the position of the adjusting member 40 relative to the pile 20. When the position of the adjustment member 40 is determined, the lid member 21 of the pile 20 and the lower end portion 42 of the adjustment member 40 are vertically clamped by the nuts 81 a and 81 b.
下端部４２の第２長孔４２ａは、図３に示すように、鉄骨部材１００の短手方向（第１長孔４１ａの長手方向に直交する方向）に延びるスリット状に形成されているので、調整部材４０を鉄骨部材１００の短手方向に可動させて位置決めをすることができる。 As shown in FIG. 3, the second elongated hole 42a of the lower end portion 42 is formed in a slit shape extending in the lateral direction of the steel frame member 100 (direction orthogonal to the longitudinal direction of the first elongated hole 41a). The adjustment member 40 can be moved in the lateral direction of the steel frame member 100 for positioning.
以上のように、分岐部材３０に対する調整部材４０の位置調整、調整部材４０に対する鉄骨部材１００の位置調整、及び、杭２０に対する調整部材４０の位置調整を行うことができるので、杭心ずれ（水平誤差）、杭頭誤差（上下誤差）を補正して高品質の基礎構造１０を構築することができる。また、上記した基礎構造１０では、杭２０の地盤Ｇから突出した部分と、分岐部材３０と、調整部材４０と、鉄骨部材１００との外側にコンクリートＣが打設され、この構成によれば、鉄筋の組立を省略することができるので、短工期で施工可能となり、それに伴いコストを低減させた基礎構造１０とすることができる。また、１つの杭２０（例えば図２に示す中央の杭２０）に対して連結された複数の調整部材４０を利用して複数の鉄骨部材１００を連結させることができるので、例えば所定角度傾斜した駐車区画線に基礎構造を構築する場合であっても、杭の本数の増加を抑えることができる。 As described above, since the position adjustment of the adjustment member 40 with respect to the branch member 30, the position adjustment of the steel frame member 100 with respect to the adjustment member 40, and the position adjustment of the adjustment member 40 with respect to the pile 20 can be performed, Errors), pile head errors (vertical errors) can be corrected to construct a high quality foundation structure 10. Further, in the above-described foundation structure 10, concrete C is cast on the outside of the portion of the pile 20 protruding from the ground G, the branch member 30, the adjustment member 40, and the steel frame member 100. Since the rebar assembly can be omitted, the foundation structure 10 can be constructed in a short construction period, and the cost can be reduced accordingly. In addition, since the plurality of steel members 100 can be connected using the plurality of adjustment members 40 connected to one pile 20 (for example, the central pile 20 shown in FIG. 2), for example Even in the case of constructing a foundation structure on the parking lot line, the increase in the number of piles can be suppressed.
続いて、第２実施形態に係る基礎構造１０Ｂの構成について説明する。図４は、第２実施形態に係る基礎構造１０Ｂの概略構成を示す側面図である。図５は、図４に示す基礎構造１０Ｂに含まれる構成部品を説明するための分解平面図である。第２実施形態に係る基礎構造１０Ｂは、第１実施形態に係る基礎構造１０に用いられる分岐部材３０の形状等を変化させたもので、第１実施形態と共通する構成の説明の全部又は一部を省略する。なお、図５では、図示の便宜上、杭２０やコンクリートＣ等を含む部材の図示を省略している。 Subsequently, the configuration of the foundation structure 10B according to the second embodiment will be described. FIG. 4 is a side view showing a schematic configuration of a foundation structure 10B according to the second embodiment. FIG. 5 is an exploded plan view for explaining the components included in the foundation structure 10B shown in FIG. The foundation structure 10B according to the second embodiment is obtained by changing the shape or the like of the branch member 30 used for the foundation structure 10 according to the first embodiment, and all or one of the descriptions of the configuration common to the first embodiment I omit a part. In FIG. 5, for convenience of illustration, illustration of members including the pile 20 and the concrete C and the like is omitted.
第２実施形態における分岐部材３０Ｂは、平面視略矩形状に形成されている。分岐部材３０Ｂの上端部における一端部及び他端部には、調整部材４０が連結されている。分岐部材３０Ｂには、内部を上下方向に貫通する貫通孔３１Ｂが分岐部材３０Ｂの中央部の左右方向（図４及び図５において左右方向）に沿って複数形成されている。 The branch member 30B in the second embodiment is formed in a substantially rectangular shape in plan view. The adjustment member 40 is connected to one end and the other end of the upper end of the branch member 30B. In the branch member 30B, a plurality of through holes 31B vertically penetrating the inside are formed along the left and right direction (the left and right direction in FIGS. 4 and 5) of the central portion of the branch member 30B.
分岐部材３０Ｂの中央部に位置する貫通孔３１Ｂは、組み付けられた状態（図４参照）において、杭２０の蓋部材２１の貫通孔２１ａに対応する位置に形成されている。この中央部の貫通孔３１Ｂ及び貫通孔２１ａには雄ねじ部材８０が挿通され、この雄ねじ部材８０と螺合されるナット８１ａ、８１ｂとの締結により、分岐部材３０Ｂが杭の上端部に当接した状態で連結される。また、分岐部材３０Ｂの一端部及び他端部に形成された貫通孔３１Ｂ（三つの貫通孔３１Ｂのうち、図５において左側及び右側に位置する貫通孔３１Ｂ）は、組み付けられた状態において、各調整部材４０の下端部４２に形成されたそれぞれの第２長孔４２ａに対応する位置に形成されている。なお、図５において、調整部材４０の下端部４２に形成された第２長孔４２ａは、下端部４２における分岐部材３０Ｂ側の位置にスリット状に形成されている。このように第２長孔４２ａが下端部４２における分岐部材３０Ｂ側の位置に設けられることで、分岐部材３０Ｂの長手方向（図４及び図５において左右方向）の長さを抑えることができる。 The through hole 31B located at the central portion of the branch member 30B is formed at a position corresponding to the through hole 21a of the lid member 21 of the pile 20 in the assembled state (see FIG. 4). The male screw member 80 is inserted through the through hole 31B and the through hole 21a in the central portion, and the branch member 30B abuts on the upper end portion of the pile by fastening with the nuts 81a and 81b screwed with the male screw member 80. It is connected in the state. Further, the through holes 31B (the through holes 31B located on the left and right in FIG. 5 among the three through holes 31B) formed at one end and the other end of the branch member 30B are each assembled. It is formed in the position corresponding to each 2nd long hole 42a formed in the lower end part 42 of the adjustment member 40. As shown in FIG. In FIG. 5, the second long hole 42 a formed in the lower end portion 42 of the adjustment member 40 is formed in a slit shape at a position on the branch member 30 B side in the lower end portion 42. As described above, by providing the second long hole 42a at a position on the lower end portion 42 on the side of the branch member 30B, it is possible to suppress the length of the branch member 30B in the longitudinal direction (left and right direction in FIGS. 4 and 5).
以上説明した、基礎構造１０に用いられる分岐部材３０、３０Ｂの構成は上述した例に限定されず、適宜変更可能である。 The configurations of the branching members 30 and 30B used in the foundation structure 10 described above are not limited to the above-described example, and can be changed as appropriate.
例えば、図６（Ａ）に示すように、分岐部材３０Ｃを、平面視において杭２０を中心として異なる３つの方向に分岐した分岐部３２Ｃを有するようにしてもよい。図６（Ａ）では図示の便宜上、調整部材の図示を省略しているが、分岐部材３０Ｃの分岐部３２Ｃの上端部にそれぞれ調整部材が連結される。詳細には、それぞれの分岐部３２Ｃの貫通孔３１Ｃと複数の調整部材に形成された挿通孔とを挿通した雄ねじ部材（ボルト）とナットとの締結により、分岐部３２Ｃと調整部材とが連結される。分岐部３２Ｃの上端部にそれぞれ連結された調整部材の上方側に鉄骨部材１００が３つ連結される。このような分岐部材３０Ｃを１つの杭２０に連結することにより、１つの杭２０に対して３つの鉄骨部材１００を連結することができる。 For example, as shown in FIG. 6A, the branch member 30C may have branch portions 32C branched in three different directions with the pile 20 as a center in a plan view. Although illustration of an adjustment member is omitted in Drawing 6 (A) for convenience of illustration, an adjustment member is connected with the upper end part of branching part 32C of branching member 30C, respectively. In detail, the branch portion 32C and the adjustment member are connected by fastening the male screw member (bolt) and the nut which are inserted through the through holes 31C of the respective branch portions 32C and the insertion holes formed in the plurality of adjustment members. Ru. Three steel frame members 100 are connected to the upper side of the adjustment members respectively connected to the upper end portion of the branched portion 32C. By connecting such branch members 30C to one pile 20, three steel frame members 100 can be connected to one pile 20.
また、図６（Ｂ）に示すように、分岐部材３０Ｄを、平面視において杭２０を中心として異なる４つの方向に分岐した分岐部３２Ｄを有するようにしてもよい。図６（Ｂ）では図示の便宜上、調整部材の図示を省略しているが、分岐部材３０Ｄの分岐部３２Ｄの上端部にそれぞれ調整部材が連結される。詳細には、それぞれの分岐部３２Ｄの貫通孔３１Ｄと複数の調整部材に形成された挿通孔とを挿通した雄ねじ部材（ボルト）とナットとの締結により、分岐部３２Ｄと調整部材とが連結される。分岐部３２Ｃの上端部にそれぞれ連結された調整部材の上方側に鉄骨部材１００が４つ連結される。このような分岐部材３０Ｄを１つの杭２０に連結することにより、１つの杭２０に対して４つの鉄骨部材１００を連結することができる。 Moreover, as shown to FIG. 6 (B), you may make it have branch part 32D branched to four different directions centering | focusing on the pile 20 in planar view. Although illustration of an adjustment member is abbreviate | omitted for convenience of illustration in FIG. 6 (B), an adjustment member is each connected with the upper end part of branch part 32D of branch member 30D. In detail, the branch portion 32D and the adjustment member are connected by fastening the male screw member (bolt) and the nut which are inserted through the through holes 31D of the respective branch portions 32D and the insertion holes formed in the plurality of adjustment members. Ru. Four steel frame members 100 are connected to the upper side of the adjustment member connected to the upper end portion of the branch portion 32C. By connecting such branch members 30D to one pile 20, four steel frame members 100 can be connected to one pile 20.
なお、基礎構造１０に用いられる鉄骨部材１００の構成は上述した例に限定されず、適宜変更可能である。例えば、図７（Ａ）及び図７（Ｂ）に示すように、分岐部材３０、３０Ｂの上端側に連結した複数の調整部材４０の上方側に、平面視略Ｖ字型に構成された１つのＨ型鋼（鉄骨部材１００Ｂ）を連結し、この鉄骨部材１００Ｂの両側にそれぞれ鉄骨部材１００を配置した構成としてもよい。 In addition, the structure of the steel frame member 100 used for the foundation structure 10 is not limited to the example mentioned above, It can change suitably. For example, as shown in FIGS. 7A and 7B, the upper side of the plurality of adjustment members 40 connected to the upper end side of the branch members 30 and 30B is configured in a substantially V shape in plan view 1 It is good also as composition which connects two H type steels (steel frame member 100B), and arranges the steel frame member 100 on both sides of this steel frame member 100B, respectively.
また調整部材４０の構成は上述した例に限定されず、適宜変更可能である。例えば、調整部材４０として、長尺状の鋼板を屈曲した構成としてもよい。この構成の場合、調整部材の構成として、杭２０の上端部と当接する平板状の下板部と、下板部と上側に段差を設けて配置され、Ｈ型鋼の下フランジ１０２と連結される平板状の一対の上板部と、下板部及び上板部と連設される連設部とを有する構成を用いることができる。 The configuration of the adjustment member 40 is not limited to the above-described example, and can be changed as appropriate. For example, as the adjusting member 40, a long steel plate may be bent. In the case of this configuration, as a configuration of the adjustment member, a step is provided on the lower plate portion in contact with the upper end portion of the pile 20 and the lower plate portion and the upper side, and is connected with the lower flange 102 of the H-shaped steel It is possible to use a configuration having a pair of upper plate portions in the form of flat plates, and a connection portion connected to the lower plate portion and the upper plate portion.
以上説明した実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。実施形態が備える各要素並びにその配置、材料、条件、形状及びサイズ等は、例示したものに限定されるわけではなく適宜変更することができる。また、異なる実施形態で示した構成同士を部分的に置換し又は組み合わせることが可能である。 The embodiments described above are for the purpose of facilitating the understanding of the present invention, and are not for the purpose of limiting the present invention. The elements included in the embodiment and the arrangement, the material, the conditions, the shape, the size, and the like of the elements are not limited to those illustrated, and can be changed as appropriate. In addition, configurations shown in different embodiments can be partially substituted or combined with each other.
１０…ソーラーカーポート用基礎構造
２０…杭
２１…蓋部材
２１ａ…貫通孔
３０、３０Ｂ、３０Ｃ、３０Ｄ…分岐部材
３１、３１Ｂ、３１Ｃ、３１Ｄ…貫通孔
３２、３２Ｃ、３２Ｄ…分岐部
４０…調整部材
４１…上端部
４１ａ…第１長孔
４２…下端部
４２ａ…第２長孔
４３…連接部
８０、９０…雄ねじ部材（ボルト）
９１ａ、９１ｂ、９１ｃ、９１ｄ…ナット
１００、１００Ｂ…鉄骨部材
１０１…上フランジ
１０２…下フランジ
１０２ａ…挿通孔
１０３…ウェブ
Ｃ…コンクリート
DESCRIPTION OF SYMBOLS 10 Foundational structure 20 for solar car port Pile 21 ... Lid member 21a ... Through hole 30, 30B, 30C, 30D ... Branching member 31, 31B, 31C, 31D ... Through hole 32, 32C, 32D ... Branch part 40 ... Adjustment Member 41 ... upper end portion 41a ... first elongated hole 42 ... lower end portion 42a ... second elongated hole 43 ... connecting portion 80, 90 ... male screw member (bolt)
91a, 91b, 91c, 91d ... Nut 100, 100B ... Steel frame member 101 ... Upper flange 102 ... Lower flange 102a ... Insertion hole 103 ... Web C ... Concrete
Claims (5)
前記杭のうち少なくとも中央の杭の上端部に取り付けられる分岐部材と、
前記分岐部材の上端部に連結される複数の調整部材と、
前記中央の杭とは異なる杭の上方側に連結される調整部材と、
複数の前記調整部材を連結する鉄骨部材と、
前記杭の前記地盤から突出した部分と、前記分岐部材と、前記調整部材と、前記鉄骨部材との外側に打設されるコンクリートとを備えることを特徴とするソーラーカーポート用基礎構造。 At least three piles driven with the upper end protruding from the ground,
A branch member attached to an upper end of at least a central pile of the piles;
A plurality of adjustment members connected to the upper end of the branch member;
An adjusting member connected to an upper side of a pile different from the central pile;
A steel frame member connecting a plurality of the adjustment members;
A foundation structure for a solar car port, comprising: a portion of the pile which protrudes from the ground, the branch member, the adjustment member, and concrete which is placed on the outer side of the steel frame member.
前記分岐部においてそれぞれ前記調整部材が連結されている、
請求項１又は２に記載のソーラーカーポート用基礎構造。 The branch member has branch portions extending in different directions in plan view centering on the pile;
The adjusting members are connected to each other at the branch portion,
A foundation structure for a solar car port according to claim 1 or 2.
請求項３に記載のソーラーカーポート用基礎構造。 The dimension in the direction orthogonal to the extending direction of the branch portion is equal to or less than the dimension in the width direction of the steel frame member,
The foundation structure for a solar car port according to claim 3.
前記分岐部材と前記杭の上端部とは、前記貫通孔及び前記杭の上端部に形成された貫通孔を挿通させたボルトにより接合されている、
請求項１乃至４のいずれか１項に記載のソーラーカーポート用基礎構造。 The branch member has a through hole vertically penetrating the inside,
The branch member and the upper end of the pile are joined by a bolt through which the through hole and the through hole formed in the upper end of the pile are inserted.
The solar car port foundation structure according to any one of claims 1 to 4.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110258616A (en) * | 2019-06-17 | 2019-09-20 | 铜陵有色金属集团铜冠矿山建设股份有限公司 | A kind of one-piece casting method of discharge point gantry under hole |
| CN113293786A (en) * | 2021-07-07 | 2021-08-24 | 上海市城市建设设计研究总院（集团）有限公司 | Underground shaft type structure foundation with parking garage function and construction method |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016044495A (en) * | 2014-08-25 | 2016-04-04 | 豊通ファシリティーズ株式会社 | Foundation structure for solar car port |
| JP2016070047A (en) * | 2014-09-30 | 2016-05-09 | 株式会社内藤ハウス | Junction structure between pile and building frame, and attachment |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2016044495A (en) * | 2014-08-25 | 2016-04-04 | 豊通ファシリティーズ株式会社 | Foundation structure for solar car port |
| JP2016070047A (en) * | 2014-09-30 | 2016-05-09 | 株式会社内藤ハウス | Junction structure between pile and building frame, and attachment |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110258616A (en) * | 2019-06-17 | 2019-09-20 | 铜陵有色金属集团铜冠矿山建设股份有限公司 | A kind of one-piece casting method of discharge point gantry under hole |
| CN113293786A (en) * | 2021-07-07 | 2021-08-24 | 上海市城市建设设计研究总院（集团）有限公司 | Underground shaft type structure foundation with parking garage function and construction method |
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