JP6512428B2 - Connection structure between pile foundation and frame - Google Patents

Connection structure between pile foundation and frame Download PDF

Info

Publication number
JP6512428B2
JP6512428B2 JP2015022616A JP2015022616A JP6512428B2 JP 6512428 B2 JP6512428 B2 JP 6512428B2 JP 2015022616 A JP2015022616 A JP 2015022616A JP 2015022616 A JP2015022616 A JP 2015022616A JP 6512428 B2 JP6512428 B2 JP 6512428B2
Authority
JP
Japan
Prior art keywords
angle steel
pile foundation
gantry
steel
fixed
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2015022616A
Other languages
Japanese (ja)
Other versions
JP2016145475A (en
Inventor
康之 山本
康之 山本
一郎 村上
一郎 村上
雅臣 木村
雅臣 木村
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Corp
Original Assignee
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Corp filed Critical Shimizu Corp
Priority to JP2015022616A priority Critical patent/JP6512428B2/en
Publication of JP2016145475A publication Critical patent/JP2016145475A/en
Application granted granted Critical
Publication of JP6512428B2 publication Critical patent/JP6512428B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/50—Photovoltaic [PV] energy

Landscapes

  • Foundations (AREA)

Description

本発明は、簡易な構造で、太陽光パネルアレイ用架台などの架台に対するきめの細かい高さ調整が可能である杭基礎と架台との接合構造に関する。   The present invention relates to a joint structure of a pile foundation and a gantry, which can be finely adjusted in height with respect to a gantry such as a solar panel array gantry with a simple structure.

メガソーラーなどの太陽光発電施設では、太陽光パネルを支持する腐食に強いメッキ鋼板製の架台と基礎とを結合する必要がある。   In a solar power generation facility such as mega solar, it is necessary to connect a base made of a corrosion resistant steel plate supporting a solar panel to a base.

ここで、太陽光パネルアレイ用架台の基礎には、杭基礎と直接基礎とがある。杭基礎は、杭頭部の突出長を調整することによって容易に杭頭部のレベルを一定にすることができる。特に、メガソーラーの場合、高さ調整を架台の柱の長さで行おうとすると、架台の柱の長さが異なることによって、柱の種類が多くなり、施工管理が難しくなる。このため、杭基礎の突出長で杭頭部の高さを揃えることが施工管理上、好ましい。   Here, there are a pile foundation and a direct foundation as a foundation of the solar panel array support. The pile foundation can easily make the level of the pile head constant by adjusting the protrusion length of the pile head. In the case of mega solar, in particular, if height adjustment is to be performed with the length of the column of the gantry, the types of columns increase due to the difference in the length of the columns of the gantry, which makes construction management difficult. For this reason, it is preferable in construction management to make the heights of the pile heads uniform with the projection length of the pile foundation.

特開２０１３−１８９７８４号公報JP, 2013-189784, A 特開２０１３−１９９７９４号公報JP, 2013-199794, A

しかしながら、基礎杭の杭打時における杭頭部レベルの施工精度は±３０ｍｍ程度であるため、この施工誤差を吸収する杭基礎と架台との接合構造が必要となる。   However, since the construction accuracy of the pile head level at the time of piling of the foundation pile is about ± 30 mm, a joint structure between the pile foundation and the rack that absorbs this construction error is required.

ここで、特許文献１には、架台が結合されるＬ字状調整金具の垂直片部に、架台の水平方向の取り付け位置を調整する長穴を設けるものが記載されている。さらに、Ｌ字状調整金具の水平片部が、回転・移動調整できるものが記載されている。そして、特許文献１に記載されたものは、高さ調整部材としてはシムを設けるようにしている。しかし、シムでは、きめの細かい高さ調整を行うことはできない。   Here, Patent Document 1 describes that a vertical piece of an L-shaped adjustment fitting to which a gantry is coupled is provided with an elongated hole for adjusting the mounting position in the horizontal direction of the gantry. Furthermore, what the horizontal piece part of L-shaped adjustment metal fitting can carry out rotation and movement adjustment is described. And what was indicated in patent documents 1 is providing a shim as a height adjustment member. However, shims can not make fine-grained height adjustments.

一方、特許文献２には、架台側外筒を、基礎側内筒に外装する際、基礎側内筒に複数のボルト穴を形成して、架台と基礎との高さ方向の位置調整を行うものが記載されている。しかし、構造が複雑であるとともに、きめの細かい高さ調整を行うことはできない。   On the other hand, according to Patent Document 2, when mounting the gantry side outer cylinder to the base side inner cylinder, a plurality of bolt holes are formed in the base side inner cylinder to adjust the position of the gantry and the base in the height direction The thing is described. However, the structure is complicated and fine height adjustment can not be performed.

本発明は、上記に鑑みてなされたものであって、簡易な構造で、架台に対するきめの細かい高さ調整が可能である杭基礎と架台との接合構造を提供することを目的とする。   The present invention is made in view of the above, and an object of the present invention is to provide a joint structure of a pile foundation and a gantry that can be finely adjusted in height with respect to the gantry with a simple structure.

上述した課題を解決し、目的を達成するために、本発明にかかる杭基礎と架台との接合構造は、杭基礎の杭頭部を山形鋼の水平片部が覆い、前記山形鋼の垂直片部が前記杭基礎の側部に固定ボルト及び固定ナットで固定され、前記山形鋼あるいは前記山形鋼に固定される接続部材を介して架台の柱が固定される杭基礎と架台との接合構造であって、前記山形鋼の垂直片部に前記架台の柱の高さ方向に延びる長穴を形成し、前記架台の柱の高さ調整を行った状態で前記長穴を挿通した前記固定ボルトと前記固定ナットとで前記山形鋼を前記杭基礎に固定するとともに、前記杭頭部に当接し、かつ、前記山形鋼の垂直片部に設けられた穴に挿通して前記柱の高さ方向に延びる支持ボルトと該支持ボルトに螺合する支持ナットとで前記山形鋼の水平片部を固定して前記山形鋼の高さを保持することを特徴とする。   In order to solve the problems described above and to achieve the object, in the joint structure of a pile foundation and a frame according to the present invention, a pile head of a pile foundation is covered with a horizontal piece of a mountain steel and a vertical piece of the mountain steel Part is fixed to the side of the pile foundation by a fixing bolt and a fixing nut, and a joint structure of a pile foundation and a rack to which a pillar of the rack is fixed via the angle steel or a connecting member fixed to the angle steel And forming the elongated hole extending in the height direction of the column of the mount in the vertical piece of the angle steel, and adjusting the height of the column of the mount with the fixed bolt inserted through the elongated hole The angle steel is fixed to the pile foundation with the fixing nut, abuts against the pile head, and is inserted through a hole provided in the vertical piece of the angle steel in the height direction of the column With the support bolt extending and the support nut screwed to the support bolt, the horizontal direction of the angle steel Parts fixed to the, characterized in that to hold the height of the angle iron.

また、本発明にかかる杭基礎と架台との接合構造は、上記の発明において、前記杭基礎は、Ｈ形鋼であり、前記支持ボルトは、前記Ｈ形鋼のウェブの上端部に当接することを特徴とする。   In the joint structure of a pile foundation and a frame according to the present invention, in the above invention, the pile foundation is an H-shaped steel, and the support bolt abuts on the upper end of the H-shaped steel web. It is characterized by

また、本発明にかかる杭基礎と架台との接合構造は、上記の発明において、前記山形鋼としてＴ形鋼を用い、前記山形鋼の水平片部を前記Ｔ形鋼のフランジとすることを特徴とする。   Further, in the joint structure of the pile foundation and the frame according to the present invention, in the above invention, T-shaped steel is used as the angle-shaped steel, and a horizontal piece of the angle-shaped steel is used as a flange of the T-shaped steel. I assume.

本発明によれば、山形鋼の垂直片部に架台の柱の高さ方向に延びる長穴を形成し、前記架台の柱の高さ調整を行った状態で長穴を挿通した固定ボルトと固定ナットとで前記山形鋼を杭基礎に固定することによって、簡易な構成で、架台に対するきめの細かい高さ調整が可能であり、また、杭基礎の杭頭部に当接し、かつ、前記山形鋼の水平片部に設けられた穴に挿通して前記柱の高さ方向に延びる支持ボルトと該支持ボルトに螺合する支持ナットとで前記山形鋼の水平片部を固定して前記山形鋼の高さを保持するようにしているので、架台の高さ方向のずれを抑えることができる。   According to the present invention, an elongated hole extending in the height direction of the column of the mount is formed in the vertical piece of the angle steel, and the fixed bolt is inserted into the fixed hole and fixed in a state where the height of the column of the mount is adjusted. By fixing the above-mentioned angle steel to a pile foundation with a nut, fine height adjustment of the texture to a stand is possible by simple composition, and it abuts on the pile head of a pile foundation, and said angle steel The horizontal piece of the angle steel is fixed by means of a support bolt extending in the height direction of the column by being inserted into a hole provided in the horizontal piece of the shaft and a support nut screwed to the support bolt. Since the height is maintained, the shift in the height direction of the mount can be suppressed.

図１は、本実施の形態１における杭基礎と架台との接合構造を示す正面図である。FIG. 1 is a front view showing a joint structure of a pile foundation and a gantry in the first embodiment. 図２は、図１に示した杭基礎と架台との接合構造の左側面図である。FIG. 2 is a left side view of the joint structure of the pile foundation and the gantry shown in FIG. 図３は、図１に示した杭基礎と架台との接合構造を右後方斜め上方からみた斜視図である。FIG. 3 is a perspective view of the joint structure of the pile foundation and the gantry shown in FIG. 1 as viewed obliquely from the upper right.

以下、添付図面を参照して本発明を実施するための形態について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

図１は、本実施の形態における杭基礎１と架台２との接合構造を示す正面図である。また、図２は、図１に示した杭基礎１と架台２との接合構造の左側面図である。さらに、図３は、図１に示した杭基礎１と架台２との接合構造を右後方斜め上方からみた斜視図である。なお、架台２は、太陽パネルアレイ用架台である。図１〜図３に示すように、杭基礎１は、Ｈ形鋼で形成される。杭基礎１の杭頭部１ａの上部は、山形鋼３の水平片部３ａに覆われる。山形鋼３の垂直片部３ｂは、杭基礎１の側部であるＨ形鋼のフランジ１ｃに固定される。   FIG. 1 is a front view showing a joint structure of a pile foundation 1 and a gantry 2 in the present embodiment. FIG. 2 is a left side view of the joint structure of the pile foundation 1 and the gantry 2 shown in FIG. Furthermore, FIG. 3 is a perspective view of the joint structure between the pile foundation 1 and the gantry 2 shown in FIG. 1 as viewed obliquely from the upper right. The gantry 2 is a solar panel array gantry. As shown in FIGS. 1 to 3, the pile foundation 1 is formed of an H-shaped steel. The upper portion of the pile head 1 a of the pile foundation 1 is covered by the horizontal piece 3 a of the angle steel 3. The vertical piece 3 b of the angle steel 3 is fixed to the flange 1 c of the H-shaped steel which is the side of the pile foundation 1.

垂直片部３ｂには、架台の柱２ａの高さ方向（Ｚ方向）に延びる２つの長穴１０ａ，１０ｂが形成されている。固定ボルト１１ａ，１１ｂは、フランジ１ｃのボルト穴１３ａ，１３ｂ、及び長穴１０ａ，１０ｂをそれぞれ通って、それぞれ固定ナット１２ａ，１２ｂによって、山形鋼３を杭基礎１に固定する。この固定の際、長穴１０ａ，１０ｂが架台の柱２ａの高さ方向に延びているため、杭基礎１に対する山形鋼３の高さ位置を調整することができる。具体的に、長穴１０ａ，１０ｂは、基礎杭の杭打時における杭頭部１ａの高さレベルの施工誤差（±３０ｍｍ程度）を吸収できる長さであればよい。   In the vertical piece 3b, two long holes 10a and 10b extending in the height direction (Z direction) of the column 2a of the gantry are formed. The fixing bolts 11a and 11b pass through the bolt holes 13a and 13b and the long holes 10a and 10b of the flange 1c, respectively, and fix the angle steel 3 to the pile foundation 1 by the fixing nuts 12a and 12b. At the time of this fixing, since the long holes 10a and 10b extend in the height direction of the column 2a of the gantry, the height position of the angle steel 3 relative to the pile foundation 1 can be adjusted. Concretely, long holes 10a and 10b should just be the length which can absorb the construction error (about ± 30 mm) of the height level of pile head 1a at the time of pile driving of a foundation pile.

山形鋼３の上部には、山形鋼４が設置される。山形鋼３の水平片部３ａと山形鋼４の水平片部４ａとが高さ方向（Ｚ方向）で相対して当接する。山形鋼４の垂直片部４ｂは、山形鋼３の垂直片部３ｂの上部側に配置される。この状態で、支持ボルト２３の頭部は、杭基礎１の杭頭部１ａ、すなわちウェブ１ｂの上端に当接し、山形鋼３の水平片部３ａに設けられたボルト穴２１、及び山形鋼４の水平片部４ａに設けられたボルト穴２２を挿通し、水平片部３ａの下部に設けられた支持ナット２４及び水平片部４ａの上部に設けられた支持ナット２５によって、水平片部３ａ及び水平片部４ａを挟み込むように固定するとともに、杭基礎１に対する山形鋼３，４の高さ位置を保持する。   An angle steel 4 is installed on the top of the angle steel 3. The horizontal piece 3a of the angle steel 3 and the horizontal piece 4a of the angle steel 4 face each other in the height direction (Z direction) and abut. The vertical piece 4 b of the angle steel 4 is disposed on the upper side of the vertical piece 3 b of the angle steel 3. In this state, the head of the support bolt 23 abuts on the pile head 1a of the pile foundation 1, that is, the upper end of the web 1b, and the bolt hole 21 provided in the horizontal piece 3a of the angle steel 3 and the angle steel 4 And the support nut 24 provided at the lower part of the horizontal piece 3a and the support nut 25 provided at the upper part of the horizontal piece 4a. It fixes so that the horizontal piece part 4a may be inserted | pinched, and hold | maintains the height position of the angle steels 3 and 4 with respect to the pile foundation 1. As shown in FIG.

すなわち、長穴１０ａ，１０ｂが架台の柱２ａの高さ方向に延びているため、固定ボルト１１ａ，１１ｂ及び固定ナット１２ａ，１２ｂで固定した位置は、上部からの荷重などによってずれてしまうことがある。このため、特に、ウェブ１ｂ上に配置された支持ボルト２３と、支持ボルト２３に螺合する支持ナット２４とによって、山形鋼３の低下を抑え、山形鋼３の高さ位置がずれないようにしている。   That is, since the long holes 10a and 10b extend in the height direction of the column 2a of the gantry, the positions fixed by the fixing bolts 11a and 11b and the fixing nuts 12a and 12b may be shifted due to a load from the upper part or the like. is there. For this reason, in particular, the lowering of the angle steel 3 is suppressed by the support bolt 23 disposed on the web 1 b and the support nut 24 screwed to the support bolt 23 so that the height position of the angle steel 3 does not shift. ing.

山形鋼４の垂直片部４ｂには、溝形鋼の架台２がボルト３３及びナット３４によって固定される。架台２は、架台の柱２ａと、架台の補強部材２ｂ，２ｃとを有する。したがって、架台２の高さ位置は、長穴１０ａ，１０ｂを用いた高さ調整によって設定された高さに保持されることになる。しかも、支持ボルト２３及び支持ナット２４，２５によって、設定された架台２の高さの位置ずれを抑制することができる。   A frame 2 of a channel steel is fixed to the vertical piece 4 b of the angle steel 4 by a bolt 33 and a nut 34. The gantry 2 has a pillar 2a of the gantry and reinforcing members 2b and 2c of the gantry. Therefore, the height position of the gantry 2 is held at the height set by the height adjustment using the long holes 10a and 10b. In addition, positional deviation of the height of the set frame 2 can be suppressed by the support bolt 23 and the support nuts 24 and 25.

本実施の形態では、杭基礎１の施工誤差を吸収するために、長穴１０ａ，１０ｂを用いて、簡易、かつ、きめの細かい高さ調整を実現するとともに、支持ボルト２３及び支持ナット２４，２５という棒状部材によって、調整した高さが変動しないようにしている。   In the present embodiment, in order to absorb the construction error of the pile foundation 1, a simple and fine-grained height adjustment is realized using the long holes 10 a and 10 b, and the support bolt 23 and the support nut 24, The rod-shaped member 25 prevents the adjusted height from fluctuating.

なお、上述した実施の形態では、架台２を山形鋼４に固定するようにしていたが、これに限らず、山形鋼３に架台２を固定する領域がある場合、山形鋼４を削除し、架台２を直接、山形鋼３に固定するようにしてもよい。この場合、杭基礎１と架台２との接続構造が簡易なものとなる。また、山形鋼３，４に替えて、Ｔ形鋼を用いてもよい。この場合、Ｔ形鋼のウェブは、山形鋼３，４の水平片部３ａ，４ａを一体化したものとして機能する。 In the embodiment described above, the gantry 2 is fixed to the angle steel 4, but the present invention is not limited to this. When there is a region for fixing the gantry 2 to the angle steel 3, the angle steel 4 is deleted The gantry 2 may be directly fixed to the angle steel 3. In this case, the connection structure between the pile foundation 1 and the gantry 2 is simplified. Also, in place of the angle steels 3 and 4, T-shaped steel may be used. In this case, the web of T-shaped steel functions as an integral unit of the horizontal pieces 3a and 4a of the angle steels 3 and 4.

１ 杭基礎
１ａ 杭頭部
１ｂ ウェブ
１ｃ フランジ
２ 架台
２ａ 架台の柱
２ｂ，２ｃ 補強部材
３，４ 山形鋼
３ａ，４ａ 水平片部
３ｂ，４ｂ 垂直片部
１０ａ，１０ｂ 長穴
１１ａ，１１ｂ 固定ボルト
１２ａ，１２ｂ 固定ナット
１３ａ，１３ｂ ボルト穴
２１，２２ ボルト穴
２３ 支持ボルト
２４，２５ 支持ナット
３３ ボルト
３４ ナット Reference Signs List 1 pile foundation 1a pile head 1b web 1c flange 2 base 2a pillar 2b, 2c reinforcing member 3, 4 angle steel 3a, 4a horizontal piece 3b, 4b vertical piece 10a, 10b elongated hole 11a, 11b fixing bolt 12a , 12b Fixing nut 13a, 13b Bolt hole 21, 22 Bolt hole 23 Support bolt 24, 25 Support nut 33 Bolt 34 Nut

Claims (3)

杭基礎の杭頭部を山形鋼の水平片部が覆い、前記山形鋼の垂直片部が前記杭基礎の側部に固定ボルト及び固定ナットで固定され、前記山形鋼あるいは前記山形鋼に固定される接続部材を介して架台の柱が固定される杭基礎と架台との接合構造であって、
前記山形鋼の垂直片部に前記架台の柱の高さ方向に延びる長穴を形成し、前記架台の柱の高さ調整を行った状態で前記長穴を挿通した前記固定ボルトと前記固定ナットとで前記山形鋼を前記杭基礎に固定するとともに、
前記杭頭部に当接し、かつ、前記山形鋼の水平片部に設けられた穴に挿通して前記柱の高さ方向に延びる支持ボルトと該支持ボルトに螺合する支持ナットとで前記山形鋼の水平片部を固定して前記山形鋼の高さを保持することを特徴とする杭基礎と架台との接合構造。 The horizontal head of the angle steel covers the pile head of the pile foundation, and the vertical edge of the angle steel is fixed to the side of the foundation with a fixing bolt and a fixing nut, and is fixed to the angle steel or the angle steel Connection structure between a pile foundation to which a pillar of a gantry is fixed via a connecting member, and the gantry,
The fixed bolt and the fixed nut are formed in the vertical piece of the angle steel, forming an elongated hole extending in the height direction of the column of the mount and adjusting the height of the column of the mount and inserting the elongated hole And fixing the angle steel to the pile foundation,
A support bolt which abuts on the pile head and extends in the height direction of the column by being inserted into a hole provided in a horizontal piece of the angle steel, and a support nut screwed to the support bolt. A joint structure of a pile foundation and a base, characterized in that a horizontal piece of steel is fixed to hold the height of the angle steel. 前記杭基礎は、Ｈ形鋼であり、前記支持ボルトは、前記Ｈ形鋼のウェブの上端部に当接することを特徴とする請求項１に記載の杭基礎と架台との接合構造。   The joint structure of a pile foundation and a base according to claim 1, wherein the pile foundation is an H-shaped steel, and the support bolt abuts on an upper end portion of the H-shaped steel web. 前記山形鋼と前記接続部材とを一体化したものとしてＴ形鋼を用い、当該Ｔ形鋼のウェブを前記山形鋼の水平片部と前記接続部材の水平片部とを一体化したものとして機能させることを特徴とする請求項１または２に記載の杭基礎と架台との接合構造。 The T-shaped steel is used as an integrated unit of the angle steel and the connection member, and the web of the T-shaped steel functions as an integrated horizontal piece of the angle steel and a horizontal piece of the connection member. joint structure between piles and frame according to claim 1 or 2, characterized in that cause.
JP2015022616A 2015-02-06 2015-02-06 Connection structure between pile foundation and frame Active JP6512428B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2015022616A JP6512428B2 (en) 2015-02-06 2015-02-06 Connection structure between pile foundation and frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2015022616A JP6512428B2 (en) 2015-02-06 2015-02-06 Connection structure between pile foundation and frame

Publications (2)

Publication Number Publication Date
JP2016145475A JP2016145475A (en) 2016-08-12
JP6512428B2 true JP6512428B2 (en) 2019-05-15

Family

ID=56686059

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2015022616A Active JP6512428B2 (en) 2015-02-06 2015-02-06 Connection structure between pile foundation and frame

Country Status (1)

Country Link
JP (1) JP6512428B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP7289218B2 (en) * 2019-04-26 2023-06-09 ジェコス株式会社 Gambling pile head structure and pile head cap

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5961346U (en) * 1982-10-08 1984-04-21 積水化学工業株式会社 Temporary foundation
JPH03187447A (en) * 1989-12-14 1991-08-15 Natl House Ind Co Ltd Structure of external wall
JPH0476702U (en) * 1990-11-19 1992-07-03
JP4523869B2 (en) * 2005-04-11 2010-08-11 新日鉄エンジニアリング株式会社 Column fixing member installation method and column fixing member installation device for steel pipe foundation pile
JP4684800B2 (en) * 2005-08-15 2011-05-18 鹿島建設株式会社 Joint structure of steel plate concrete members
JP5663334B2 (en) * 2011-02-04 2015-02-04 川田工業株式会社 Anchor frame and construction method of foundation structure using it
ES2400430B1 (en) * 2011-03-08 2014-03-26 Abengoa Solar New Technologies S.A. DEVICE AND METHOD FOR THE GROUND FOUNDATION OF A SOLAR COLLECTOR SUPPORT STRUCTURE
JP6132587B2 (en) * 2013-02-22 2017-05-24 戸田建設株式会社 Support frame mounting bracket and photovoltaic power generation panel installation system
JP2014201889A (en) * 2013-04-01 2014-10-27 シャープ株式会社 Support structure for solar cell module, and photovoltaic power generation system using support structure

Also Published As

Publication number Publication date
JP2016145475A (en) 2016-08-12

Similar Documents

Publication Publication Date Title
JP5901912B2 (en) Solar panel mount
JP3205992U (en) Unit house foundation height adjustment mechanism
CN201896365U (en) Installing and fixing device for flat plate pre-embedded piece on surface of concrete
JP2013044093A (en) Connection device
JP5743914B2 (en) Steam turbine bearing support structure and steam turbine
JP4657028B2 (en) Joining structure and joining method of pile and superstructure
JP6512428B2 (en) Connection structure between pile foundation and frame
JP3159615U (en) Displacement limiting structure for bridge equipment
JP5952600B2 (en) Connection structure between superstructure and pile
JP5620839B2 (en) Anchor frame and construction method of foundation structure using it
JP2010101099A (en) Pedestal hardware
JP2014025281A (en) Connecting member
JP2016205043A (en) Anchor bolt holding jig and anchor bolt supporting device using the same
JP5412307B2 (en) Installation method of bridge support device and fixing jig used in the method
JP2015151797A (en) Support leg for double floor and double floor equipment
JP2018170866A (en) Level adjustment mechanism
JP4840324B2 (en) Upper lift stop device
JP2015224493A (en) Installation device for seismic isolation sliding bearing
JP2016113817A (en) Connection structure between foundation and frame
JP2004169546A (en) Supporting device for anchoring bolt
JP5637893B2 (en) Leg structure of wall panel with braces
JP2015068062A (en) Anchor pile and support structure of building structure
JP5814877B2 (en) Sludge scraper rail fixing structure
JP4296101B2 (en) Mounting structure of erection piece to steel column
JP4836709B2 (en) Guide rail adjuster

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20171206

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20180815

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20180911

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20181109

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20190226

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20190327

R150 Certificate of patent or registration of utility model

Ref document number: 6512428

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150