JP2015127501A5 - - Google Patents

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JP2015127501A5
JP2015127501A5 JP2014240649A JP2014240649A JP2015127501A5 JP 2015127501 A5 JP2015127501 A5 JP 2015127501A5 JP 2014240649 A JP2014240649 A JP 2014240649A JP 2014240649 A JP2014240649 A JP 2014240649A JP 2015127501 A5 JP2015127501 A5 JP 2015127501A5
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solar
unit
screw
pile
piles
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JP2014240649A
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JP2015127501A (en
JP6304551B2 (en
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上記課題を解決するため、請求項1記載の、スクリュー杭を打ち込み、打ち込んだ杭を配置する工程、ソーラーユニット用枠と架台を組み立て、モジュールを当該枠にはめ込みソーラーユニットを組み立てる工程、ソーラーユニットをワイヤーでつり上げて、ソーラーユニットの架台下部を水平に維持して、ソーラーユニットをスクリュー杭上へ移動させる工程、ソーラーユニットとスクリュー杭とを接合する工程からなるソーラーパネル用ユニット工法であって、
スクリュー杭を打ち込み、打ち込んだ杭を配置する工程に、リーダーの接地面がRを有し、かつ、接地面の表面に突起を有するリーダー式杭打ち機と、地盤に1.5m以上打ち込む連続らせん構造のスクリュー抗を基礎部材として使用するソーラーパネル用ユニット工法で構成されている手段とした。
In order to solve the above-mentioned problem, the step of driving a screw pile and arranging the driven pile according to claim 1 , assembling a solar unit frame and a frame, fitting a module into the frame, and assembling a solar unit, It is a unit construction method for solar panels consisting of a step of lifting the wire with a wire, maintaining the bottom of the solar unit stand horizontally, moving the solar unit onto the screw pile, and joining the solar unit and the screw pile,
In the process of driving screw piles and placing the driven piles, the leader grounding surface has R and a leader pile driver with protrusions on the surface of the grounding surface, and a continuous spiral that drives 1.5m or more into the ground It was set as the means comprised by the unit construction method for solar panels which uses the screw resistance of a structure as a base member.

さらに、請求項2記載のスクリュー杭を打ち込み、打ち込んだ杭を配置する工程に用いるリーダー式杭打ち機が、リーダーを接地し、油圧減速機を回転させて、垂直方向を維持しながらスクリュー杭を打ち込む杭打ち機であって、リーダーの接地部表面には円状又は楕円状に突起が形成されていて、油圧減速機を回転させると突起が地盤にくい込むことを特徴とするソーラーパネル用ユニット工法で構成されている手段とした。
Further, according to claim 2, viewed write out the screw piles, leader-type pile driver for use in placing a typed's stakes, to ground the reader to rotate the hydraulic reducer, while maintaining the vertical A pile driving machine for driving screw piles , wherein a protrusion is formed in a circle or ellipse on the surface of the grounding part of the leader, and the protrusion is difficult to ground when the hydraulic speed reducer is rotated. The unit is constructed by the unit construction method.

さらに、請求項3記載の請求項3記載のソーラーユニットをスクリュー杭上へ移動する工程が、ソーラーユニット用枠の傾きを維持し、スクリュー杭と接合する架台下部が水平になるようにソーラーユニットが吊り上げられ、その傾きを維持したまま、架台の接合部をスクリュー杭の接合部の真上に移動させる工程であることを特徴とする請求項1又は2記載のソーラーパネル用ユニット工法で構成されている手段とした。
Furthermore, according to the claim 3 wherein the step of moving the solar unit of claim 3, wherein on the screw piles, keeping the inclination for a solar unit frame, solar units as frame bottom is horizontal joining the screw pile The solar panel unit construction method according to claim 1 or 2, wherein the step is a step of moving the joint portion of the gantry directly above the joint portion of the screw pile while maintaining the inclination. It was a means.

さらに、請求項4記載の、ソーラーユニットの地面からの高さが2.5〜3.5mであることを特徴とする請求項1から3のいずれかに記載のソーラーパネル用ユニット工法とした。
Further, according to claim 4, and a solar panel unit construction method according to any one of claims 1 to 3, wherein the height from the ground of the solar unit is 2.5~3.5M.

本願発明により、起伏に富み、従来のリーダーでは作業性が難しい土地にあっても稼働性能が確保できる。すなわち、平坦地については効率よく、また、傾斜地、起伏地であっても、埋設物がある土地であっても、垂直に精度良く架台用のスクリュー杭を打ち込むことができる。また、廃棄物の発生が抑えられる。
According to the present invention, even if the land is rich in undulations and is difficult to work with a conventional leader, it is possible to ensure operation performance. That is, it is possible to efficiently drive a screw pile for a gantry vertically on a flat land with high accuracy, even on an inclined land, a undulating land, or a land with an embedded object. Moreover, the generation of waste is suppressed.

本願発明のソーラーパネル用ユニット工法は、工場、ヤード又は空き地において予めモジュールからソーラーパネル用のユニット(ソーラーユニット)まで組み立てるので、設置現場の組み立て作業が簡略化されるとともに起伏地、傾斜地等設置場所に隣接して作業用地の確保が難しい地形であっても効果的に多数のソーラーユニット(その架台を含む)を少人数で能率よく短期間で施工することができる。
The solar panel unit construction method of the present invention assembles from the module to the solar panel unit (solar unit) in the factory, yard or vacant area in advance. Even if it is difficult to secure a work site adjacent to the land, a large number of solar units (including their mounts) can be effectively and efficiently constructed in a short time with a small number of people.

従って、生産性の向上により少人数での工期短縮が可能でスケジュール調整が容易であるという効果がある。また、ワイヤーでソーラーユニットを吊り上げ、第4工程でスクリュー杭とソーラーユニットの架台を接合設置するので、労災リスクを低減できるという効果が得られる。また、工場、ヤード又は空き地でソーラーユニットを精度良く組み立てることができるので、各ソーラーユニットのレベル精度を高めることができるようになる。併せて、資源の効率利用、廃棄物の発生の抑制がはかれる。 Therefore, there is an effect that construction time in small can be a scheduling Ru readily der by improving the productivity. Moreover, since the solar unit is lifted by the wire and the screw pile and the solar unit stand are joined and installed in the fourth step, an effect of reducing the risk of industrial accident can be obtained. Moreover, since a solar unit can be assembled with high precision in a factory, a yard or a vacant land, the level accuracy of each solar unit can be increased. At the same time, efficient use of resources and reduction of waste generation can be achieved.

Claims (4)

スクリュー杭を打ち込み、打ち込んだ杭を配置する工程、ソーラーユニット用枠と架台を組み立て、モジュールを当該枠にはめ込みソーラーユニットを組み立てる工程、ソーラーユニットをワイヤーでつり上げて、ソーラーユニットの架台下部を水平に維持して、ソーラーユニットをスクリュー杭上へ移動させる工程、ソーラーユニットとスクリュー杭とを接合する工程からなるソーラーパネル用ユニット工法であって、
スクリュー杭を打ち込み、打ち込んだ杭を配置する工程に、リーダーの接地面がRを有し、かつ、接地面の表面に突起を有するリーダー式杭打ち機と、地盤に1.5m以上打ち込む連続らせん構造のスクリュー抗を基礎部材として使用するソーラーパネル用ユニット工法。
The process of driving screw piles and placing the piles that have been driven in, assembling the solar unit frame and frame, assembling the module into the frame, assembling the solar unit, lifting the solar unit with wires, and horizontally lowering the solar unit frame Maintaining and moving the solar unit onto the screw pile, a solar panel unit construction method comprising a step of joining the solar unit and the screw pile,
In the process of driving screw piles and placing the driven piles, the leader grounding surface has R and a leader pile driver with protrusions on the surface of the grounding surface, and a continuous spiral that drives 1.5m or more into the ground Unit construction method for solar panels that uses the screw resistance of the structure as a base member.
スクリュー杭を打ち込み、打ち込んだ杭を配置する工程に用いるリーダー式杭打ち機が、リーダーを接地し、油圧減速機を回転させて、垂直方向を維持しながらスクリュー杭を打ち込む杭打ち機であって、リーダーの接地部表面には円状又は楕円状に突起が形成されていて、油圧減速機を回転させると突起が地盤にくい込むことを特徴とする請求項1記載のソーラーパネル用ユニット工法。 See write out the screw piles, leader-type pile driver for use in placing a typed's stakes, to ground the reader to rotate the hydraulic reducer, in pile driver driving a screw pile while maintaining the vertical 2. The solar panel unit construction method according to claim 1 , wherein a protrusion is formed in a circular shape or an elliptical shape on the surface of the grounding portion of the leader, and the protrusion is hard to be ground when the hydraulic speed reducer is rotated. . ソーラーユニットをスクリュー杭上へ移動する工程が、ソーラーユニット用枠の傾きを維持し、スクリュー杭と接合する架台下部が水平になるようにソーラーユニットが吊り上げられ、その傾きを維持したまま、架台の接合部をスクリュー杭の接合部の真上に移動させる工程であることを特徴とする請求項1又は2記載のソーラーパネル用ユニット工法。 The process of moving the solar unit onto the screw pile maintains the tilt of the solar unit frame, the solar unit is lifted so that the lower part of the mount to be joined to the screw pile is horizontal, and the tilt of the mount is maintained while maintaining the tilt. The unit method for solar panel according to claim 1 or 2, characterized in that it is a step of moving the joint portion directly above the joint portion of the screw pile . ソーラーユニットの地面からの高さが2.5〜3.5mであることを特徴とする請求項1から3のいずれかに記載のソーラーパネル用ユニット工法 The solar panel unit construction method according to any one of claims 1 to 3, wherein the height of the solar unit from the ground is 2.5 to 3.5 m .
JP2014240649A 2013-11-29 2014-11-27 Unit construction method for solar panels Active JP6304551B2 (en)

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KR101974009B1 (en) * 2018-01-05 2019-04-30 한국남동발전 주식회사 Photovoltaic Structure Device with Foundation Reinforcement and Bearing Capacity Measurement
KR101993819B1 (en) * 2018-01-15 2019-09-30 (주)썬트랙 Supporting device for pv generation structure
US10615738B2 (en) * 2018-04-10 2020-04-07 Barry Sgarrella Photovoltaic solar array support structure
KR102000103B1 (en) * 2019-04-16 2019-07-15 주식회사 혜민전력 Height adjustment device for solar power plant for soft ground

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DK167067B1 (en) * 1989-04-11 1993-08-23 Aarsleff Per As MACHINE FOR PAINTING FRAMEWORK, PROCEDURE FOR TRANSPORTING AND ESTABLISHING MACHINE FOR RAILING FRAMEWORK AND PROCEDURE FOR ESTABLISHING FOUNDATION BASIS
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