JP6445279B2

JP6445279B2 - Basic structure for solar carport

Info

Publication number: JP6445279B2
Application number: JP2014171017A
Authority: JP
Inventors: 茂治八木; 義明塚田
Original assignee: Asahi Kasei Construction Materials Corp
Current assignee: Asahi Kasei Construction Materials Corp
Priority date: 2014-08-25
Filing date: 2014-08-25
Publication date: 2018-12-26
Anticipated expiration: 2034-08-25
Also published as: JP2016044495A

Description

本発明は、鉄骨で補強されたコンクリート（ＳＣ：Ｓｔｅｅｌ−Ｃｏｎｃｒｅｔｅ）を用いた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 structure using concrete (SC: Steel-Concrete) reinforced with steel frames.

従来の建物の基礎構造として、特許文献１に記載されるものがある。これによれば、地盤中に支持杭を設置し、支持杭の上端部にベースプレートを取り付け、ベースプレートの上にＩ形鋼等の基礎鉄骨梁をベースプレートと一体的に設置して構成されていた。そして、ベースプレートの下側には、アンカー部が突設され、アンカー部は、アンカー鉄筋及びフープ筋により円筒形の籠状に形成され、支持杭の上端部の挿入可能に形成されていた。アンカー部は、支持杭内に挿入され接合ボルトによって連結され、さらにグラウト材が充填されてベースプレートと、支持杭が一体構成されていた。 There exists a thing described in patent document 1 as a basic structure of the conventional building. According to this, a support pile is installed in the ground, a base plate is attached to the upper end of the support pile, and a basic steel beam such as I-shaped steel is installed integrally with the base plate on the base plate. And the anchor part protruded on the lower side of the base plate, and the anchor part was formed in the shape of a cylindrical bowl by the anchor reinforcing bar and the hoop bar, so that the upper end of the support pile could be inserted. The anchor portion was inserted into the support pile and connected by a joining bolt, and was further filled with a grout material to integrally form the base plate and the support pile.

特開平０４−８０４２５号公報Japanese Patent Laid-Open No. 04-80425

上記の建物の基礎構造では、アンカー部は、鉄筋を用いて籠状に形成しているため、鉄筋の加工等の煩雑な作業があり、工期が長期化するという問題があった。 In the basic structure of the building described above, since the anchor portion is formed in a bowl shape using a reinforcing bar, there is a problem that a complicated work such as the processing of the reinforcing bar is required and the construction period is prolonged.

また、ソーラーカーポートの基礎構造の施工においては、鉄筋で補強されたコンクリート（ＲＣ：Ｒｅｉｎｆｏｒｃｅｄ−Ｃｏｎｃｒｅｔｅ）を適用すると、上記の建物の基礎構造と同様に、鉄筋の加工、型枠の組み立て及び解体等の煩雑な作業があり、工期が長期化するという問題があった。 In addition, in the construction of the solar carport foundation structure, reinforced concrete (RC) is applied to reinforce processing, formwork assembly and dismantling, similar to the building foundation structure described above. There is a problem that the construction period is prolonged due to such complicated work.

また、鉄骨で補強されたコンクリート（ＳＣ：Ｓｔｅｅｌ−Ｃｏｎｃｒｅｔｅ）を適用しようとすると、人件費が材料費より高くなり、コストがかかりすぎるためソーラーカーポートの分野では、実質的に適用することは困難であった。 Moreover, if concrete (SC: Steel-Concrete) reinforced with steel frames is applied, the labor cost is higher than the material cost, and it is too costly, so it is difficult to apply in the solar carport field. Met.

本発明は、上記に鑑みて、短工期で施工でき、かつ、コストを低減できて、鉄骨で補強されたコンクリートを適用可能としたソーラーカーポート用基礎構造を提供するものである。 In view of the above, the present invention provides a solar carport foundation structure that can be constructed in a short construction period, can be reduced in cost, and can be applied with concrete reinforced with steel frames.

請求項１記載の発明では、上端部を地盤から突出させて打ち込まれた少なくとも二つの杭と、杭の上端部にそれぞれ取り付けられた調整部材と、調整部材どうしを連結する長尺状の鉄骨部材と、を備え、杭の地盤から突出した部分と、調整部材と、鉄骨部材と、の外側にコンクリートが打設されている。 In the invention of claim 1, at least two piles that are driven with the upper end protruding from the ground, an adjustment member attached to the upper end of the pile, and a long steel member that connects the adjustment members And concrete is placed on the outside of the portion protruding from the ground of the pile, the adjustment member, and the steel member.

これによれば、鉄筋の組み立てを省略することができるので、短工期で施工可能となり、それにともないコストを低減させたソーラーカーポート用基礎構造とすることができる。コンクリート打設後は、杭と、鉄骨部材及び調整部材と、を緊結する、鉄骨で補強されたコンクリート（ＳＣ：Ｓｔｅｅｌ−Ｃｏｎｃｒｅｔｅ）基礎構造として機能することになる。 According to this, since the assembly of the reinforcing bars can be omitted, it is possible to construct a solar carport foundation structure that can be constructed in a short construction period and the cost is reduced accordingly. After the concrete is placed, it functions as a concrete (SC: Steel-Concrete) foundation structure reinforced with steel frames that binds the pile, the steel frame member, and the adjustment member.

また、鉄骨部材は、調整部材より上側に配置され、上フランジと、下フランジと、ウエブとを有するＨ形鋼が用いられ、調整部材は、矩形筒状に形成され、杭の上端部と当接する平板状の下板部と、下板部より上側に配置されＨ形鋼の下フランジと連結される平板状の上板部と、を有し、下板部には、杭に対する調整部材の位置を調整可能とする第一長孔が形成され、上板部には、Ｈ形鋼の位置を調整可能とし第一長孔の長手方向に直交する方向に長い第二長孔が形成され、調整部材と、Ｈ形鋼とは、頭部を有さない無頭雄ねじ部材と無頭雄ねじ部材に螺合される雌ねじ部材を介して連結され、無頭雄ねじ部材が、下フランジと、上板部の第二長孔とを挿通して配設され、雌ねじ部材は、下フランジと、上板部と、を上下方向においてそれぞれ挟むように配設され、又は、頭部を有する有頭雄ねじ部材と有頭雄ねじ部材に螺合される雌ねじ部材を介して連結され、有頭雄ねじ部材が、下フランジと、上板部の第二長孔とを挿通して配設され、有頭雄ねじ部材と雌ねじ部材又は雌ねじ部材どうしで、下フランジと、上板部と、を上下方向においてそれぞれ挟むように配設され、杭は、筒状に形成され、杭の上端開口部には、平板状の蓋部材が嵌め込まれ、調整部材と、杭の上端部とは、第二有頭雄ねじ部材と、第二有頭雄ねじ部材と螺合される第二雌ねじ部材により連結され、第二有頭雄ねじ部材が、杭の蓋部材と第一長孔を挿通して配設され、第二有頭雄ねじ部材と第二雌ねじ部材で、杭の蓋部材及び調整部材を上下方向において挟むように配設され、又は、第二無頭雄ねじ部材と、第二無頭雄ねじ部材と螺合される第二雌ねじ部材により連結され、第二無頭雄ねじ部材が、杭の蓋部材と第一長孔を挿通して配設され、第二雌ねじ部材が、杭の蓋部材及び調整部材を上下方向において挟むように配設されている。
In addition, the steel member is disposed above the adjustment member, H-shaped steel having an upper flange, a lower flange, and a web is used. The adjustment member is formed in a rectangular cylindrical shape, and is in contact with the upper end of the pile. A flat plate-shaped lower plate portion that is in contact with the flat plate-shaped upper plate portion that is disposed above the lower plate portion and is connected to the lower flange of the H-shaped steel. A first long hole that allows adjustment of the position is formed, and a second long hole that is long in a direction perpendicular to the longitudinal direction of the first long hole is formed in the upper plate portion, the position of the H-section steel can be adjusted, The adjustment member and the H-shaped steel are connected via a headless male screw member having no head and a female screw member screwed to the headless male screw member, and the headless male screw member includes a lower flange and an upper plate. The female screw member includes a lower flange and an upper plate portion in the vertical direction. A headed male screw member having a head and a male screw member screwed to the headed male screw member are connected to each other, and the headed male screw member is connected to the lower flange and the upper plate portion. The two long holes are inserted, and the headed male screw member and the female screw member or the female screw member are arranged so as to sandwich the lower flange and the upper plate part in the vertical direction. A flat lid member is fitted into the upper end opening of the pile, and the adjustment member and the upper end of the pile are screwed together with the second headed male screw member and the second headed male screw member. The second headed male screw member is inserted through the lid member of the pile and the first elongated hole, and the second headed male screw member and the second female screw member It is arranged so as to sandwich the lid member and the adjustment member in the vertical direction, or a second headless male screw member It is connected by a second female screw member screwed to the second headless male screw member, the second headless male screw member is disposed through the lid member of the pile and the first long hole, and the second female screw member is It is arrange | positioned so that the cover member and adjustment member of a pile may be pinched | interposed in an up-down direction.

これによれば、無頭雄ねじ部材と雌ねじ部材、有頭雄ねじ部材と雌ねじ部材、第二有頭雄ねじ部材と第二雌ねじ部材、及び、第二無頭雄ねじ部材と第二雌ねじ部材の調整より、水平誤差及び上下誤差を細かく補正可能として、Ｈ形鋼の位置決めの精度を高め高品質なソーラーカーポート用基礎構造とすることができる。 According to this, from the adjustment of the headless male screw member and the female screw member, the headed male screw member and the female screw member, the second headed male screw member and the second female screw member, and the second headless male screw member and the second female screw member, The horizontal error and the vertical error can be finely corrected, and the positioning accuracy of the H-section steel can be improved to provide a high-quality solar carport basic structure.

また、鉄骨部材は、調整部材より上側に配置され、上フランジと、下フランジと、ウエブとを有するＨ形鋼が用いられ、調整部材は、平板状に形成され、調整部材には、杭に対する調整部材の位置を調整可能とし、調整部材の下面側の幅が狭く形成された第一段付長孔と、Ｈ形鋼の位置を調整可能とし、第一段付長孔の長手方向に直交する方向に長く、調整部材の上面側の幅が狭く形成された第二段付長孔と、が形成され、調整部材と、Ｈ形鋼とは、頭部を有さない無頭雄ねじ部材と無頭雄ねじ部材に螺合される雌ねじ部材を介して連結され、無頭雄ねじ部材が、下フランジと、第二段付長孔とを挿通して配設され、雌ねじ部材は、下フランジと、上板部と、を上下方向においてそれぞれ挟むように配設されるとともに、第二段付長孔に下側から入れられ第二段付長孔により受け止められるように配設され、又は、頭部を有する有頭雄ねじ部材と有頭雄ねじ部材に螺合される雌ねじ部材を介して連結され、有頭雄ねじ部材が、下フランジと、第二段付長孔とを挿通して配設され、有頭雄ねじ部材の頭部が第二段付長孔で受け止められるように配置するときには、雌ねじ部材どうしで、下フランジを上下方向においてそれぞれ挟むように配設され、有頭雄ねじ部材の頭部を下フランジ側に配置するときには、有頭雄ねじ部材と雌ねじ部材とで、下フランジを上下方向においてそれぞれ挟むように配設されるとともに、雌ねじ部材は、第二段付長孔に下側から入れられ第二段付長孔により受け止められるように配設され、杭は、筒状に形成され、杭の上端開口部には、平板状の蓋部材が嵌め込まれ、調整部材と、杭の上端部とは、第二有頭雄ねじ部材と、有頭雄ねじ部材と螺合される第二雌ねじ部材により連結され、第二有頭雄ねじ部材が、杭の蓋部材と第一段付長孔を挿通して配設され、第二有頭雄ねじ部材と第二雌ねじ部材とで、杭の蓋部材及び調整部材を上下方向において挟むように配設され、又は、第二無頭雄ねじ部材と、第二無頭雄ねじ部材と螺合される第二雌ねじ部材により連結され、第二無頭雄ねじ部材が、杭の蓋部材と第一段付長孔を挿通して配設され、第二無頭雄ねじ部材と第二雌ねじ部材とで、杭の蓋部材及び調整部材を上下方向において挟むように配設されている
このような構成によっても、水平誤差及び上下誤差を細かく補正可能として、Ｈ形鋼の位置決めの精度を高め高品質なソーラーカーポート用基礎構造とすることができる。 In addition, the steel member is disposed above the adjustment member, H-shaped steel having an upper flange, a lower flange, and a web is used. The adjustment member is formed in a flat plate shape, and the adjustment member is The position of the adjustment member can be adjusted, and the position of the first stepped slotted hole with a narrow width on the lower surface side of the adjusting member and the H-section steel can be adjusted, orthogonal to the longitudinal direction of the first stepped slotted hole A second stepped elongated hole that is long in the direction in which the width of the upper surface side of the adjusting member is narrowed, and the adjusting member and the H-shaped steel are a headless male screw member that does not have a head. The headless male screw member is connected through a female screw member that is screwed to the headless male screw member, the headless male screw member is disposed through the lower flange and the second stepped long hole, and the female screw member is a lower flange, The upper plate portion is disposed so as to sandwich the upper plate portion in the vertical direction, and the lower side of the second stepped long hole The headed male screw member is arranged so as to be received by the second stepped long hole, or connected through a headed male screw member having a head and a female screw member screwed to the headed male screw member. However, when the lower flange and the second stepped long hole are inserted and arranged so that the head of the headed male screw member can be received by the second stepped long hole, the female screw members When the head of the headed male screw member is disposed on the lower flange side, the flange is interposed between the headed male screw member and the female screw member so that the lower flange is sandwiched in the vertical direction. The female screw member is placed in the second stepped long hole from below and is received by the second stepped long hole, the pile is formed in a cylindrical shape, and the upper end opening of the pile Has a flat lid member The adjustment member and the upper end of the pile are connected by a second headed male screw member and a second female screw member screwed to the headed male screw member, and the second headed male screw member is connected to the pile. The lid member and the first stepped long hole are inserted and arranged, and the second headed male screw member and the second female screw member are arranged so as to sandwich the pile lid member and the adjustment member in the vertical direction, or The second headless male screw member and the second headless male screw member screwed to the second headless male screw member are connected, and the second headless male screw member is inserted through the lid member of the pile and the first stepped slot. The second headless male screw member and the second female screw member are arranged to sandwich the pile cover member and the adjustment member in the vertical direction. High-quality solar carport with high accuracy of positioning of H-section steel. It can be the basis structure.

本発明における第一の実施形態におけるソーラーカーポート用基礎構造が適用されたソーラーカーポートの側面図である。It is a side view of the solar car port to which the foundation structure for solar car ports in the first embodiment of the present invention is applied. 同実施形態のソーラーカーポート用基礎構造が適用されたソーラーカーポートの正面図である。It is a front view of the solar car port to which the foundation structure for solar car ports of the embodiment is applied. 同実施形態のソーラーカーポート用基礎構造の側面図である。It is a side view of the foundation structure for solar carports of the embodiment. 同実施形態のソーラーカーポート用基礎構造の底面図である。It is a bottom view of the foundation structure for solar carports of the embodiment. 同実施形態のソーラーカーポート用基礎構造の正面図である。It is a front view of the foundation structure for solar carports of the embodiment. 同実施形態のソーラーカーポート用基礎構造の平面図である。It is a top view of the foundation structure for solar carports of the embodiment. 本発明における第二の実施形態のソーラーカーポート用基礎構造の側面図である。It is a side view of the foundation structure for solar carports of 2nd embodiment in this invention. 同実施形態のソーラーカーポート用基礎構造の（ａ）は底面図、（ｂ）は図７のＶＩＩＩｂ−ＶＩＩＩｂ線矢視図である。(A) of the foundation structure for solar carports of the embodiment is a bottom view, and (b) is a view taken along line VIIIb-VIIIb in FIG. 同実施形態のソーラーカーポート用基礎構造の正面図である。It is a front view of the foundation structure for solar carports of the embodiment. 同実施形態のソーラーカーポート用基礎構造の平面図である。It is a top view of the foundation structure for solar carports of the embodiment. 本発明における第三の実施形態のソーラーカーポート用基礎構造の側面図である。It is a side view of the foundation structure for solar carports of 3rd embodiment in this invention. 同実施形態のソーラーカーポート用基礎構造の（ａ）は底面図、（ｂ）は図１１のＸＩＩｂ−ＸＩＩｂ線矢視図である。(A) of the foundation structure for solar carports of the embodiment is a bottom view, and (b) is a view taken along line XIIb-XIIb in FIG. 同実施形態のソーラーカーポート用基礎構造の正面図である。It is a front view of the foundation structure for solar carports of the embodiment. 同実施形態のソーラーカーポート用基礎構造の平面図である。It is a top view of the foundation structure for solar carports of the embodiment. 同実施形態の調整部材の（ａ）は斜め下方からみた斜視図、（ｂ）は図１５（ａ）のＸＶｂ−ＸＶｂ線矢視断面図である。(A) of the adjustment member of the embodiment is a perspective view seen obliquely from below, and (b) is a cross-sectional view taken along line XVb-XVb in FIG. 15 (a). 同実施形態の調整部材の（ａ）は斜め上方からみた斜視図、（ｂ）は図１６（ａ）のＸＶＩｂ−ＸＶＩｂ線矢視断面図である。(A) of the adjustment member of the embodiment is a perspective view as viewed obliquely from above, and (b) is a cross-sectional view taken along line XVIb-XVIb in FIG.

本発明におけるソーラーカーポート用基礎構造の第一の実施形態を図面に基づいて説明する。以下の説明において、各図面の矢印の、Ｆを前、Ｂを後ろ、Ｒを右、Ｌを左、Ｕを上、Ｄを下、とする。 1st embodiment of the foundation structure for solar carports in this invention is described based on drawing. In the following description, F is the front, B is the back, R is the right, L is the left, U is the top, and D is the bottom of the arrows in each drawing.

ソーラーカーポート１０は、概略的には、図１、２に示すように、ソーラーカーポート用基礎構造（以下、基礎構造という）６０から斜め上方に延びる支柱２０と、支柱２０と連結される縦枠３０と、縦枠３０の上面に取り付けられて左右方向に延びて縦枠３０間に架け渡される横枠４０と、横枠４０上に取り付けられる太陽光パネル５０と、を有している。 As shown in FIGS. 1 and 2, the solar carport 10 is roughly composed of a pillar 20 extending obliquely upward from a solar carport foundation structure (hereinafter referred to as a foundation structure) 60, and a longitudinal link connected to the pillar 20. The frame 30 includes a horizontal frame 40 attached to the upper surface of the vertical frame 30, extending in the left-right direction and spanning between the vertical frames 30, and a solar panel 50 attached on the horizontal frame 40.

基礎構造６０は、図１〜６に示すように、上端部を地盤Ｇから突出させて打ち込まれた二つの杭７０と、杭７０の上端部にそれぞれ取り付けられた調整部材８０と、調整部材８０どうしを連結する長尺状の鉄骨部材としてのＨ形鋼１００と、を備え、杭７０の地盤Ｇから突出した部分と、調整部材８０と、Ｈ形鋼１００と、の外側にコンクリートＣが打設されている。 As shown in FIGS. 1 to 6, the foundation structure 60 includes two piles 70 that are driven with the upper end protruding from the ground G, an adjustment member 80 that is attached to the upper end of the pile 70, and an adjustment member 80. H-shaped steel 100 as a long steel frame member that connects the two, concrete C is struck on the outside of the portion protruding from the ground G of the pile 70, the adjustment member 80, and the H-shaped steel 100 It is installed.

杭７０は、図１〜５に示すように、円筒状の鋼管が用いられ、回転埋設法等の既存の工法で地盤Ｇに打ち込まれ、上端部を地盤Ｇから突出させている。杭７０の上端の開口部分の内側には、蓋部材７１が嵌め込まれている。蓋部材７１の中央部には、上下方向に貫通する挿通孔７１ａが配設されている。蓋部材７１の下面の挿通孔７１ａに対応する位置には、ナットが固着されている。 As shown in FIGS. 1 to 5, a cylindrical steel pipe is used for the pile 70, and the pile 70 is driven into the ground G by an existing construction method such as a rotary burying method, and the upper end portion protrudes from the ground G. A lid member 71 is fitted inside the opening at the upper end of the pile 70. An insertion hole 71 a penetrating in the vertical direction is provided at the center of the lid member 71. A nut is fixed to a position corresponding to the insertion hole 71 a on the lower surface of the lid member 71.

調整部材８０は、図３〜６に示すように、長尺状の鋼板を屈曲させて形成され、杭７０の上端部と当接する平板状の下板部８１と、下板部８１と上側に段差を設けて配置されＨ形鋼１００の後述する下フランジ１０２と連結される平板状の一対の上板部８２と、下板部８１及び上板部８２と連設される連設部８３と、を有している。 As shown in FIGS. 3 to 6, the adjustment member 80 is formed by bending a long steel plate, and has a flat plate-like lower plate portion 81 that contacts the upper end portion of the pile 70, and the lower plate portion 81 and the upper side. A pair of flat upper plate portions 82 arranged with steps and connected to a lower flange 102 (described later) of the H-shaped steel 100, and a connecting portion 83 connected to the lower plate portion 81 and the upper plate portion 82, ,have.

下板部８１には、杭７０に対する調整部材８０の位置を調整可能とする、上下方向に貫通し前後方向に長い第一長孔８１ａが形成されている。上板部８２には、Ｈ形鋼の位置を調整可能とする、上下方向に貫通し左右方向に長い第二長孔８２ａが形成されている。 The lower plate portion 81 is formed with a first long hole 81 a that penetrates in the up-down direction and is long in the front-rear direction so that the position of the adjustment member 80 with respect to the pile 70 can be adjusted. The upper plate portion 82 is formed with a second long hole 82a that penetrates in the vertical direction and is long in the left-right direction so that the position of the H-shaped steel can be adjusted.

調整部材８０と、杭７０の上端部とは、外周面全体に雄ねじが形成された全ねじ９０（特許請求の範囲の第二無頭雄ねじ部材に相当する）と、第二無頭雄ねじ部材と螺合されるナット９１(特許請求の範囲の第二雌ねじ部材に相当する)により連結されている。 The adjustment member 80 and the upper end portion of the pile 70 are a total screw 90 (corresponding to the second headless male screw member in the claims) having a male screw formed on the entire outer peripheral surface, and a second headless male screw member. It is connected by a nut 91 (corresponding to the second female screw member in the claims) to be screwed together.

本実施形態では、全ねじ９０が、蓋部材７１の挿通孔７１ａと下板部８１の第一長孔８１ａを挿通して配設され、ナットが、杭７０の蓋部材７１及び調整部材８０の下板部８１を上下方向において挟むように配設されている。 In the present embodiment, the entire screw 90 is disposed through the insertion hole 71 a of the lid member 71 and the first long hole 81 a of the lower plate portion 81, and the nuts of the lid member 71 and the adjustment member 80 of the pile 70 are arranged. It arrange | positions so that the lower board part 81 may be pinched | interposed in an up-down direction.

蓋部材７１の下面にナット９１が取り付けられ、蓋部材の上側に二つのナット９２、９３(特許請求の範囲の第二雌ねじ部材に相当する)を配置して締結されている。 A nut 91 is attached to the lower surface of the lid member 71, and two nuts 92 and 93 (corresponding to the second female screw member in the claims) are arranged and fastened on the upper side of the lid member.

鉄骨部材は、調整部材８０より上側に配置され、上フランジ１０１と、下フランジ１０２と、ウエブ１０３と、を有する前後方向に長いＨ形鋼１００が用いられている。 The steel member is disposed above the adjustment member 80, and an H-section steel 100 having an upper flange 101, a lower flange 102, and a web 103 and extending in the front-rear direction is used.

上フランジ１０１の前側及び後側の上面には、支柱２０を連結可能とする取付部材１０４が装着されている。取付部材１０４は、正面視において、底板１０４ａと、一対の側板１０４ｂを有してコの字状に形成されている。取付部材１０４は、上フランジ１０１の前側及び後側の上面に、取付部材１０４の底板１０４ａを対向させて配置して、ボルト、ナットを用いて締結されている。 A mounting member 104 that can connect the support column 20 is mounted on the upper surface of the front flange and the rear side of the upper flange 101. The attachment member 104 has a bottom plate 104a and a pair of side plates 104b in a front view, and is formed in a U shape. The mounting member 104 is fastened using bolts and nuts, with the bottom plate 104a of the mounting member 104 facing the upper surface of the front flange and the rear side of the upper flange 101.

前後方向からみて、Ｈ形鋼１００の左右それぞれに、上フランジ１０１と、下フランジ１０２と、ウエブ１０３とで囲まれる部分には、矩形平板状の補強板１０５が取り付けられている。 A rectangular flat plate-like reinforcing plate 105 is attached to a portion surrounded by the upper flange 101, the lower flange 102, and the web 103 on the left and right sides of the H-shaped steel 100 as viewed from the front-rear direction.

下フランジ１０２には、組み付けられた状態において、調整部材８０の上板部８２の第二長孔８２ａに対応する位置に上下方向に貫通する円形の挿通孔１０２ａがウエブ１０３を挟んで左右それぞれ四か所ずつ配設されている。 In the assembled state in the lower flange 102, circular insertion holes 102 a penetrating in the vertical direction at positions corresponding to the second long holes 82 a of the upper plate portion 82 of the adjustment member 80 are arranged on the left and right sides of the web 103. It is arranged one by one.

支柱２０に配設された図示しない挿通孔と、一対の側板１０４ｂの図示しない挿通孔とを対向させてボルトナット等で締結することで、支柱２０と取付部材１０４とが連結されている。 The support column 20 and the mounting member 104 are connected by facing an insertion hole (not shown) provided in the support column 20 and an insertion hole (not shown) of the pair of side plates 104b with bolts and nuts.

調整部材８０と、Ｈ形鋼１００とは、外周面全体に雄ねじが形成された全ねじ１１０（特許請求の範囲の無頭雄ねじ部材に相当する）と無頭雄ねじ部材に螺合されるナット１１１、１１２、１１３、１１４（特許請求の範囲の雌ねじ部材に相当する）を介して連結されている。本実施形態では、全ねじ１１０が、下フランジ１０２の挿通孔１０２ａと、上板部８２の第二長孔８２ａとを挿通して配設され、ナット１１１、１１２は、上板部８２を上下方向においてそれぞれ挟むように、ナット１１３、１１４は、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ている。 The adjusting member 80 and the H-shaped steel 100 are composed of a whole screw 110 (corresponding to a headless male screw member in the claims) and a nut 111 screwed to the headless male screw member. , 112, 113, 114 (corresponding to the female screw member in the claims). In the present embodiment, the entire screw 110 is disposed through the insertion hole 102a of the lower flange 102 and the second long hole 82a of the upper plate portion 82, and the nuts 111 and 112 move the upper plate portion 82 up and down. The nuts 113 and 114 are disposed so as to sandwich the lower flange 102 in the vertical direction so as to be sandwiched in the respective directions.

杭７０の地盤Ｇから突出した部分と、調整部材８０と、Ｈ形鋼１００と、を内包して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 formed into a rectangular parallelepiped shape including a portion protruding from the ground G of the pile 70, the adjusting member 80, and the H-shaped steel 100 is placed.

基礎構造６０のＨ形鋼の位置調整について説明する。調整部材８０と杭７０の上端部との連結部分においては、全ねじ９０と螺合されるナット９２、９３とナット９１との締結を緩めにして調整部材８０を可動状態とし、杭７０に対する調整部材８０の位置を調整する。調整部材８０の位置が決まったら、ナット９２、９３を下側に移動させて、ナット９１とナット９２、９３で、杭７０の蓋部材７１及び調整部材８０の下板部８１を上下方向において挟みこんで締結する。 The position adjustment of the H-section steel of the foundation structure 60 will be described. At the connecting portion between the adjustment member 80 and the upper end of the pile 70, the nuts 92, 93 and the nut 91 that are screwed together with the entire screw 90 are loosened so that the adjustment member 80 is in a movable state. The position of the member 80 is adjusted. When the position of the adjustment member 80 is determined, the nuts 92 and 93 are moved downward, and the nut 91 and the nuts 92 and 93 sandwich the lid member 71 of the pile 70 and the lower plate portion 81 of the adjustment member 80 in the vertical direction. Conclude with it.

第一長孔８１ａは、前後方向に長い長孔なので、調整部材８０の前後方向における位置決めをすることができる。 Since the first long hole 81a is a long hole long in the front-rear direction, the adjustment member 80 can be positioned in the front-rear direction.

また、調整部材８０と、Ｈ形鋼１００との位置決めは、全ねじ１１０と螺合されるナット１１１、１１２間、ナット１１３、１１４間の締結を緩めにしてＨ形鋼１００を可動状態とし、Ｈ形鋼１００の位置を調整する。Ｈ形鋼１００の位置が決まったら、ナット１１１、１１２で下フランジ１０２を上下方向において挟み込み、ナット１１３、１１４で上板部８２上下方向において挟みこんで締結する。 In addition, the positioning of the adjusting member 80 and the H-shaped steel 100 is performed by loosening the fastening between the nuts 111 and 112 and the nuts 113 and 114 that are screwed together with the entire screw 110, and making the H-shaped steel 100 movable. The position of the H-section steel 100 is adjusted. When the position of the H-shaped steel 100 is determined, the lower flange 102 is sandwiched in the vertical direction by the nuts 111 and 112, and the upper plate portion 82 is sandwiched in the vertical direction by the nuts 113 and 114 and fastened.

第二長孔８２ｂは、左右方向に長い長孔なので、Ｈ形鋼の左右方向における位置決めをすることができる。また、ナット１１２、１１３間の長さにより下フランジ１０２と上板部８２との間隔が決められ、Ｈ形鋼の調整部材８０に対する上下方向における位置決めがなされる。 Since the 2nd long hole 82b is a long hole long in the left-right direction, it can position in the left-right direction of H-section steel. Further, the distance between the lower flange 102 and the upper plate portion 82 is determined by the length between the nuts 112 and 113, and positioning in the vertical direction with respect to the adjustment member 80 of H-shaped steel is performed.

以上のことより、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ソーラーカーポート用基礎構造とすることができる。 From the above, it is possible to correct the pile misalignment (horizontal error) and the pile head error (vertical error) to obtain a high-quality solar carport foundation.

上記構成の基礎構造６０では、上端部を地盤Ｇから突出させて打ち込まれた二つの杭７０と、杭７０の上端部にそれぞれ取り付けられた調整部材８０と、調整部材８０どうしを連結する長尺状のＨ形鋼１００と、を備え、杭７０の地盤Ｇから突出した部分と、調整部材８０と、Ｈ形鋼１００と、の外側にコンクリートＣが打設されている。 In the basic structure 60 having the above-described configuration, the two piles 70 that are driven with the upper ends protruding from the ground G, the adjustment members 80 that are respectively attached to the upper ends of the piles 70, and the long members that connect the adjustment members 80 together. A concrete C is placed on the outside of the portion protruding from the ground G of the pile 70, the adjusting member 80, and the H-shaped steel 100.

これによれば、鉄筋の組み立てを省略することができるので、短工期で施工可能となり、それにともないコストを低減させたソーラーカーポート用基礎構造とすることができる。コンクリートＣ打設後は、杭７０と、Ｈ形鋼１００及び調整部材８０と、を緊結する、鉄骨で補強されたコンクリート（ＳＣ：Ｓｔｅｅｌ−Ｃｏｎｃｒｅｔｅ）基礎構造として機能することになる。 According to this, since the assembly of the reinforcing bars can be omitted, it is possible to construct a solar carport foundation structure that can be constructed in a short construction period and the cost is reduced accordingly. After the concrete C is placed, it functions as a concrete (SC: Steel-Concrete) foundation structure reinforced with steel frames, which binds the pile 70, the H-shaped steel 100 and the adjusting member 80.

また、調整部材８０より上側に配置され、上フランジ１０１と、下フランジ１０２と、ウエブ１０３とを有するＨ形鋼１００が用いられ、調整部材８０は、杭７０の上端部と当接する平板状の下板部８１と、下板部８１より上側に配置されＨ形鋼１００の下フランジ１０２と連結される平板状の上板部８２と、を有し、下板部８１には、杭７０に対する調整部材８０の位置を調整可能とする第一長孔８１ａが形成され、上板部８２には、Ｈ形鋼１００の位置を調整可能とし第一長孔８１ａの長手方向に直交する方向に長い第二長孔８２ａが形成され、調整部材８０と、Ｈ形鋼１００とは、全ねじ１１０と全ねじ１１０に螺合されるナット１１１、１１２、１１３、１１４を介して連結され、全ねじ１１０が、下フランジ１０２の挿通孔１０２ａと、上板部８２の第二長孔８２ａとを挿通して配設され、ナット１１１、１１２は上板部を、ナット１１３、１１４は下フランジ１０２を、上下方向においてそれぞれ挟むように配設され、杭７０の上端開口部には、平板状の蓋部材７１が嵌め込まれ、全ねじ９０と、全ねじ９０と螺合されるナット９１、９２、９３により連結され、全ねじ９０が、杭７０の蓋部材７１と第一長孔８１ａを挿通して配設され、ナット９１とナット９２、９３が、杭７０の蓋部材７１及び調整部材８０を上下方向において挟むように配設されている。 In addition, an H-shaped steel 100 that is disposed above the adjustment member 80 and has an upper flange 101, a lower flange 102, and a web 103 is used. The adjustment member 80 is a flat plate that comes into contact with the upper end portion of the pile 70. A lower plate portion 81, and a flat plate-like upper plate portion 82 that is disposed above the lower plate portion 81 and connected to the lower flange 102 of the H-shaped steel 100. A first long hole 81a that allows adjustment of the position of the adjusting member 80 is formed, and the position of the H-section steel 100 can be adjusted in the upper plate portion 82 and is long in a direction perpendicular to the longitudinal direction of the first long hole 81a. The second elongated hole 82a is formed, and the adjusting member 80 and the H-shaped steel 100 are connected to each other through the nuts 111, 112, 113, and 114 that are screwed to the entire screw 110 and the entire screw 110. Is the insertion hole 102 of the lower flange 102 And the second long hole 82a of the upper plate portion 82, and the nuts 111 and 112 are arranged to sandwich the upper plate portion, and the nuts 113 and 114 are arranged to sandwich the lower flange 102 in the vertical direction. A flat lid member 71 is fitted into the upper end opening of the pile 70, and is connected by a full screw 90 and nuts 91, 92, and 93 that are screwed to the full screw 90. 70 and a first long hole 81a, and a nut 91 and nuts 92 and 93 are arranged so as to sandwich the lid member 71 and the adjustment member 80 of the pile 70 in the vertical direction. .

これによれば、全ねじ９０とナット９１、９２、９３及び、全ねじ１１０とナット１１１、１１２、１１３、１１４より、水平誤差及び上下誤差を細かく補正可能として、Ｈ形鋼１００の位置決めの精度を高め高品質なソーラーカーポート用基礎構造とすることができる。 According to this, the horizontal error and the vertical error can be finely corrected from the full screw 90 and the nuts 91, 92, 93 and the full screw 110 and the nuts 111, 112, 113, 114, and the positioning accuracy of the H-section steel 100 is improved. Can be used as a high-quality foundation structure for solar carports.

本発明の第二の実施形態を図７〜１０に基づいて説明をする。基礎構造６０と共通する構成については、同一符号を付してそれらの説明の全部又は一部を省略する。 A second embodiment of the present invention will be described with reference to FIGS. About the structure which is common in the basic structure 60, the same code | symbol is attached | subjected and all or one part of those description is abbreviate | omitted.

基礎構造６０Ａにおいて、調整部材１２０は、図７〜１０に示すように、下板部１２１と、下板部１２１より上側に配置される上板部１２２と、下板部１２１と上板部１２２の端部どうしをつなぐ側板部１２３と、を有して、四角筒状に形成されている。 As shown in FIGS. 7 to 10, in the basic structure 60 </ b> A, the adjustment member 120 includes a lower plate portion 121, an upper plate portion 122 disposed above the lower plate portion 121, a lower plate portion 121, and an upper plate portion 122. And a side plate portion 123 that connects the end portions of each other, and is formed in a square cylindrical shape.

下板部１２１には、杭７０に対する調整部材１２０の位置を調整可能とする、上下方向に貫通し左右方向に長い第一長孔１２１ａが形成されている。上板部１２２には、Ｈ形鋼１００の位置を調整可能とする、上下方向に貫通し前後方向に長い第二長孔１２２ａが左右方向に並ぶように二つ形成されている。 The lower plate portion 121 is formed with a first long hole 121a that penetrates in the vertical direction and is long in the left-right direction so that the position of the adjustment member 120 with respect to the pile 70 can be adjusted. In the upper plate portion 122, two second long holes 122 a that penetrate in the vertical direction and are long in the front-rear direction are formed so that the position of the H-section steel 100 can be adjusted.

調整部材１２０と、杭７０の上端部とは、頭部とねじ部を有した有頭ねじ１３０（特許請求の範囲の第二有頭雄ねじ部材に相当する）と、有頭ねじ１３０と螺合されるナット９１(特許請求の範囲の第二雌ねじ部材に相当する)により連結されている。本実施形態では、有頭ねじ１３０が、杭７０の蓋部材７１の挿通孔７１ａと第一長孔１２１ａを上側から挿通して配設され、有頭ねじ１３０とナット９１で、杭７０の蓋部材７１及び調整部材８０の下板部１２１を上下方向において挟むように配設されている。 The adjustment member 120 and the upper end portion of the pile 70 are screwed to the headed screw 130 (corresponding to the second headed male screw member in the claims) having a head portion and a screw portion, and the headed screw 130. Are connected by a nut 91 (corresponding to the second female screw member in the claims). In the present embodiment, the headed screw 130 is disposed through the insertion hole 71 a and the first long hole 121 a of the lid member 71 of the pile 70 from above, and the headed screw 130 and the nut 91 are used to cover the pile 70. The member 71 and the lower plate portion 121 of the adjustment member 80 are disposed so as to be sandwiched in the vertical direction.

調整部材１２０と、Ｈ形鋼１００との連結は、締結箇所が四か所から二か所に変更されたこと、また、全ねじ１１０が第二長孔１２２ａに挿通されナット１１１、１１２が、上板部１２２を上下方向においてそれぞれ挟むように、構成される以外は、第一実施形態と同様である。 The connection between the adjustment member 120 and the H-shaped steel 100 is that the fastening point has been changed from four to two, and the entire screw 110 is inserted into the second long hole 122a, and the nuts 111 and 112 are It is the same as that of 1st embodiment except being comprised so that the upper board part 122 may be pinched | interposed in an up-down direction, respectively.

このような構成によっても、有頭ねじ１３０とナット９１及び、全ねじ１１０とナット１１１、１１２、１１３、１１４より、水平誤差及び上下誤差を細かく補正可能として、Ｈ形鋼１００の位置決めの精度を高め高品質なソーラーカーポート用基礎構造とすることができる。 Even with such a configuration, the horizontal error and the vertical error can be finely corrected from the headed screw 130 and the nut 91, and the full screw 110 and the nuts 111, 112, 113, and 114, and the positioning accuracy of the H-section steel 100 can be improved. High and high quality solar carport foundation structure.

本発明の第三の実施形態の基礎構造を図１１〜１６に基づいて説明をする。基礎構造６０、６０Ａと共通する構成については、同一符号を付してそれらの説明の全部又は一部を省略する。 The basic structure of 3rd embodiment of this invention is demonstrated based on FIGS. About the structure which is common with the foundation structures 60 and 60A, the same code | symbol is attached | subjected and those description is abbreviate | omitted all or part.

基礎構造６０Ｂにおいて、調整部材１４０には、図１５、１６に示すように、杭７０に対する調整部材の位置を調整可能とし、左右方向に長く調整部材１４０の下面側の幅が狭く形成された第一段付長孔１４１と、Ｈ形鋼の位置を調整可能とし、前後方向（第一段付長孔１４１の長手方向に直交する方向）に長く、調整部材１４０の上面側の幅が狭く形成された第二段付長孔１４２と、が形成されている。 In the foundation structure 60B, as shown in FIGS. 15 and 16, the adjustment member 140 is configured such that the position of the adjustment member relative to the pile 70 can be adjusted, and the width on the lower surface side of the adjustment member 140 is narrow in the left-right direction. The position of the stepped long hole 141 and the H-section steel can be adjusted, and the length is long in the front-rear direction (the direction orthogonal to the longitudinal direction of the first stepped long hole 141), and the width on the upper surface side of the adjusting member 140 is narrow. The second stepped long hole 142 is formed.

第一段付長孔１４１は、調整部材１４０の上面から下面に向かって左右方向に長い長方形の有底孔として形成された有底孔部１４１ａと、有底孔部１４１ａの上面から調整部材１４０の下面まで左右に長い長方形に貫通した貫通孔部１４１ｂと、で構成されている。 The first stepped long hole 141 includes a bottomed hole portion 141 a formed as a rectangular bottomed hole that is long in the left-right direction from the upper surface to the lower surface of the adjustment member 140, and the adjustment member 140 from the upper surface of the bottomed hole portion 141 a. And a through-hole portion 141b penetrating in a rectangular shape that is long to the left and right.

第二段付長孔１４２は、調整部材１４０の下面から上面に向かって前後方向に長い長方形の有底孔として形成された二か所の有底孔部１４２ａと、各有底孔部１４２ａの下面から調整部材１４０の上面まで前後方向に長い長方形に貫通した貫通孔部１４２ｂと、で構成されている。 The second stepped long hole 142 includes two bottomed hole portions 142a formed as rectangular bottomed holes that are long in the front-rear direction from the lower surface to the upper surface of the adjustment member 140, and each of the bottomed hole portions 142a. The through-hole part 142b penetrated in the rectangle long in the front-back direction from the lower surface to the upper surface of the adjustment member 140 is comprised.

調整部材１４０と、杭７０の上端部との連結は、有頭ねじ１３０（特許請求の範囲の第二有頭雄ねじ部材に相当する）が、第一段付長孔１４１に上から挿通して配置されること以外は、第二実施形態と同様である。 The connection between the adjustment member 140 and the upper end of the pile 70 is such that a headed screw 130 (corresponding to the second headed male screw member in the claims) is inserted into the first stepped long hole 141 from above. Except for the arrangement, the second embodiment is the same as the second embodiment.

有頭ねじ１３０とナット９１で、杭７０の蓋部材７１及び調整部材１４０を上下方向において挟むように配設されている。 The head screw 130 and the nut 91 are disposed so as to sandwich the lid member 71 and the adjustment member 140 of the pile 70 in the vertical direction.

調整部材１４０と、Ｈ形鋼１００との連結は、頭部とねじ部を有した有頭ねじ１５０と、有頭ねじ１５０と螺合されるナット１５１、１５２(特許請求の範囲の第二雌ねじ部材に相当する)により連結されている。本実施形態では、有頭ねじ１５０が、第二段付長孔１４２を上側から挿通して配設され、ナット１５１、１５２で下フランジ１０２を上下方向において挟み込み、有頭ねじ１５０が、有底孔部１４２ａの下面で受け止められ、ナット１５１と、ナット１５１との距離の調整で上下方向における位置調整が可能となる。 The adjustment member 140 and the H-shaped steel 100 are connected to a headed screw 150 having a head portion and a threaded portion, and nuts 151 and 152 that are screwed to the headed screw 150 (second female screw in the claims). Connected to each other). In the present embodiment, the headed screw 150 is disposed through the second stepped long hole 142 from above, and the lower flange 102 is sandwiched between the nuts 151 and 152 in the vertical direction. It is received by the lower surface of the hole 142a, and the position in the vertical direction can be adjusted by adjusting the distance between the nut 151 and the nut 151.

このような構成によっても、水平誤差及び上下誤差を細かく補正可能として、Ｈ形鋼１００の位置決めの精度を高め高品質なソーラーカーポート用基礎構造とすることができる。 Even with such a configuration, the horizontal error and the vertical error can be finely corrected, the positioning accuracy of the H-section steel 100 can be improved, and a high-quality solar carport basic structure can be obtained.

本発明のソーラーカーポート用基礎構造６０は上記構成に限定されるものではない。即ち、本発明の要旨を逸脱しない限り各種の設計変更等が可能である。 The solar carport foundation structure 60 of the present invention is not limited to the above configuration. That is, various design changes can be made without departing from the gist of the present invention.

例えば、鉄骨部材は、Ｈ形鋼１００が用いられているが、調整部材８０、１２０、１４０と連結できるのであれば、Ｉ形鋼等他の鋼材を用いることができる。 For example, although the H-shaped steel 100 is used as the steel member, other steel materials such as I-shaped steel can be used as long as the steel members can be connected to the adjusting members 80, 120, and 140.

また、杭７０を、三本以上地盤Ｇに打ち込み、調整部材８０、１２０、１４０を対応する数だけ杭に取り付け、Ｈ形鋼１００を連結することも可能である。 Alternatively, three or more piles 70 can be driven into the ground G, the adjustment members 80, 120, 140 can be attached to the piles in a corresponding number, and the H-section steel 100 can be connected.

また、調整部材８０又は１２０と、Ｈ形鋼１００との連結を、頭部を有する有頭雄ねじ(特許請求の範囲の有頭雄ねじ部材に相当する)と、有頭ねじに螺合される三つのナット(特許請求の範囲の雌ねじ部材に相当する)で構成することも可能である。この場合、上側、下側のいずれかから有頭ねじを挿通させることになる。 In addition, the adjustment member 80 or 120 and the H-shaped steel 100 are connected to a headed male screw having a head (corresponding to a headed male screw member in the claims) and a head screw. It is also possible to configure with two nuts (corresponding to the female screw member in the claims). In this case, the headed screw is inserted from either the upper side or the lower side.

また、調整部材１４０と、Ｈ形鋼１００との連結を、全ねじ(特許請求の範囲の第二無頭雄ねじ部材に相当する)と、全ねじに螺合される三つのナット(特許請求の範囲の第二雌ねじ部材に相当する)で構成することも可能である。 In addition, the adjustment member 140 and the H-shaped steel 100 are connected to each other by a full screw (corresponding to the second headless male screw member in the claims) and three nuts screwed into the full screw (in the claim). (Corresponding to the second female screw member in the range).

１０ソーラーカーポート
６０基礎構造
６０Ａ基礎構造
６０Ｂ基礎構造
７０杭
７１蓋部材
７１ａ挿通孔
８０調整部材
８１下板部
８１ａ第一長孔
８２上板部
８２ａ第二長孔
９０全ねじ
９１ナット
９２ナット
９３ナット
１００Ｈ形鋼
１０１上フランジ
１０２下フランジ
１０２ａ挿通孔
１０３ウエブ
１１０全ねじ
１１１ナット
１１２ナット
１１３ナット
１１４ナット
１２０調整部材
１２１下板部
１２１ａ第一長孔
１２２上板部
１２２ａ第二長孔
１３０有頭ねじ
１４０調整部材
１４１第一段付長孔
１４２第二段付長孔
１５０有頭ねじ
１５１ナット
１５２ナット
Ｃコンクリート
Ｇ地盤
10 Solar carport 60 Foundation structure 60A Foundation structure 60B Foundation structure 70 Pile 71 Lid member 71a Insertion hole 80 Adjustment member 81 Lower plate part 81a First long hole 82 Upper plate part 82a Second long hole 90 Full screw 91 Nut 92 Nut 93 Nut 100 H-shape steel 101 Upper flange 102 Lower flange 102a Insertion hole 103 Web 110 Full screw 111 Nut 112 Nut 113 Nut 114 Nut 120 Adjustment member 121 Lower plate portion 121a First long hole 122 Upper plate portion 122a Second long hole 130 Existence Head screw 140 Adjustment member 141 First stepped long hole 142 Second stepped long hole 150 Headed screw 151 Nut 152 Nut C Concrete G Ground

Claims

At least two piles driven in with the upper end protruding from the ground,
Adjustment members attached to the upper ends of the piles;
An elongated steel member connecting the adjustment members; and
With
Concrete is placed on the outside of the portion of the pile protruding from the ground, the adjustment member, and the steel member ,
The steel member is disposed above the adjustment member, and an H-section steel having an upper flange, a lower flange, and a web is used.
The adjustment member is formed in a rectangular cylindrical shape, a flat plate-like lower plate portion that comes into contact with the upper end portion of the pile, and a flat plate shape that is disposed above the lower plate portion and connected to the lower flange of the H-shaped steel. An upper plate portion, and
The lower plate portion is formed with a first elongated hole that allows adjustment of the position of the adjusting member with respect to the pile, and the upper plate portion is configured such that the position of the H-shaped steel can be adjusted. A long second long hole is formed in a direction perpendicular to the longitudinal direction of
The adjusting member and the H-shaped steel are
A headless male screw member having no head and a female screw member screwed to the headless male screw member are connected, and the headless male screw member includes the lower flange and the second length of the upper plate portion. And the female screw member is disposed so as to sandwich the lower flange and the upper plate portion in the vertical direction,
Or
A headed male screw member having a head and a female screw member screwed to the headed male screw member are connected, and the headed male screw member includes the lower flange and the second long hole of the upper plate portion. Inserted between the headed male screw member and the female screw member or the two female screw members, and arranged so as to sandwich the lower flange and the upper plate portion in the vertical direction, respectively.
The pile is formed in a cylindrical shape, and a flat lid member is fitted into the upper end opening of the pile,
The adjustment member and the upper end of the pile are:
The second headed male screw member is connected to the second headed male screw member and the second female screw member screwed together, and the second headed male screw member connects the lid member and the first elongated hole of the pile. Inserted and disposed, with the second headed male screw member and the second female screw member disposed so as to sandwich the lid member and the adjustment member of the pile in the vertical direction,
Or
The second headless male screw member is connected to the second headless male screw member that is screwed with the second headless male screw member, and the second headless male screw member connects the lid member and the first elongated hole of the pile. A solar carport foundation structure , wherein the second female screw member is inserted and arranged so as to sandwich the lid member and the adjustment member of the pile in the vertical direction .

At least two piles driven in with the upper end protruding from the ground,
Adjustment members attached to the upper ends of the piles;
An elongated steel member connecting the adjustment members; and
With
Concrete is placed on the outside of the portion of the pile protruding from the ground, the adjustment member, and the steel member ,
The steel member is disposed above the adjustment member, and an H-section steel having an upper flange, a lower flange, and a web is used.
The adjustment member is formed in a flat plate shape,
The adjustment member includes
The position of the adjustment member relative to the pile can be adjusted, and a first stepped long hole formed with a narrow width on the lower surface side of the adjustment member;
The second stepped long hole, which is adjustable in the position of the H-shaped steel, is long in the direction orthogonal to the longitudinal direction of the first stepped long hole, and has a narrow width on the upper surface side of the adjusting member, Formed,
The adjusting member and the H-shaped steel are
The headless male screw member having no head and the female screw member screwed to the headless male screw member are connected,
The headless male screw member is disposed through the lower flange and the second stepped elongated hole, and the female screw member sandwiches the lower flange and the upper plate portion in the vertical direction. And arranged to be received by the second stepped long hole from the lower side,
Or
A headed male screw member having a head and a female screw member screwed to the headed male screw member are connected,
The headed male screw member is disposed so as to pass through the lower flange and the second stepped long hole, and the head of the headed male screw member is received by the second stepped long hole. The two male screw members are arranged so as to sandwich the lower flange in the vertical direction, and when the head of the headed male screw member is arranged on the lower flange side, the headed male screw member and The female screw member is disposed so as to sandwich the lower flange in the vertical direction, and the female screw member is inserted into the second stepped long hole from below and received by the second stepped long hole. Arranged to be
The pile is formed in a cylindrical shape, and a flat lid member is fitted into the upper end opening of the pile,
The adjustment member and the upper end of the pile are:
The second headed male screw member and the second headed male screw member screwed to the second headed male screw member are connected, and the second headed male screw member is connected to the lid member of the pile and the first stepped length. It is disposed through the hole, and is disposed so as to sandwich the lid member of the pile and the adjustment member in the vertical direction between the second headed male screw member and the second female screw member,
Or
The second headless male screw member is connected to the second headless male screw member that is screwed to the second headless male screw member, and the second headless male screw member is connected to the lid member of the pile and the first stepped length. It is disposed through a hole, and is disposed so as to sandwich the lid member of the pile and the adjustment member in the vertical direction between the second headless male screw member and the second female screw member. Basic structure for solar carport.