JP2013136913A - Foundation for outdoor unit installation - Google Patents

Foundation for outdoor unit installation Download PDF

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JP2013136913A
JP2013136913A JP2011288518A JP2011288518A JP2013136913A JP 2013136913 A JP2013136913 A JP 2013136913A JP 2011288518 A JP2011288518 A JP 2011288518A JP 2011288518 A JP2011288518 A JP 2011288518A JP 2013136913 A JP2013136913 A JP 2013136913A
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spiral anchor
foundation
ground
anchor
spiral
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Kozo Hatakeyama
幸三 畠山
Tatsuo Yamada
達雄 山田
Yasuhide Sato
泰英 佐藤
Takashi Shimizu
貴志 清水
Toshiyuki Kishi
俊之 岸
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HOKKAI BANE KK
KANDO KK
Tosetz Co Ltd
Kando Co Ltd
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HOKKAI BANE KK
KANDO KK
Tosetz Co Ltd
Kando Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To obtain a foundation for outdoor unit installation which is immune to the earthquake, can be installed even in a narrow place, is small-sized and lightweight, can be manufacture at low cost and can be constructed alone.SOLUTION: A concrete foundation body 1 is fixed on an installation panel 14 and a horizontal adjuster plate 13 by a spiral anchor 5, and a unit 19 is installed on the fixed foundation body 1. Thus, since the foundation body 1 is fixed on the ground by the spiral anchor 5, bearing ability to pulling-out is improved, the foundation is immune to shakes during the earthquake, is small-sized and lightweight, reduces manufacturing costs and can be constructed even alone.

Description

本発明は、空調設備あるいは給湯設備、燃料電池、ボイラー等の屋外機器を建物の軒下等であって、設備場所が土壌である場所に用いられる屋外機器設置用基礎に関するものである。   The present invention relates to a foundation for outdoor equipment installation used for outdoor equipment such as air conditioning equipment or hot water supply equipment, fuel cells, boilers, etc. under the eaves of a building and where the equipment location is soil.

屋外機器を軒下の土壌のところに設置する場合には地面が安定しないことと、屋外機器は通常20kg以上、ボイラー等において大型のものは100kg以上のものがあるため、設置場所にはコンクリートブロック製の基礎を設置し、この上に屋外機器を設置している。   When installing outdoor equipment on the soil under the eaves, the ground is not stable, and outdoor equipment is usually 20 kg or more, and large items such as boilers are over 100 kg. The foundation is installed, and outdoor equipment is installed on top of this.

例えば、特許文献1には、所定の設備を設置しようとする場所に配されて該設備を支持する設備用基礎構造体において、前記所定の設備を設置しようとする場所に所定の間隔を以って略並列して配設される一対のベース部材と、前記ベース部材の上面と嵌合する嵌合凹部を両端部に有する水平連結部材とを有し、前記一対のベース部材に前記水平連結部材を結合させて前記所定の設備を支持するための基礎部分とからなる耐震型のベース(基礎)が紹介されている。   For example, in Patent Document 1, in a facility basic structure that is disposed at a place where a predetermined facility is to be installed and supports the facility, the location where the predetermined facility is to be installed has a predetermined interval. A pair of base members disposed substantially in parallel with each other, and a horizontal coupling member having fitting recesses at both ends for fitting with the upper surface of the base member, and the horizontal coupling member on the pair of base members An earthquake-resistant base (foundation) composed of a foundation portion for supporting the predetermined equipment by joining together is introduced.

しかし、このベースは、その重量でベースを安定させているため、地震時に対する耐力がないと共にベース自体が大型で重量があることから、運搬や設置に際して不便である。   However, since this base stabilizes the base by its weight, it is inconvenient in transportation and installation because it has no strength against an earthquake and the base itself is large and heavy.

また、耐震型ベース装置として特許文献2には、屋外に設置される屋外機器が載置されるブロック形状のベース本体11と、前記ベースと前記屋外機器を連結する機器連結部材12と、前記ベースから地中に延長される地中連結部材13と、前記地中連結部材の下側端部に取り付けられる埋設板14とからなり、当該耐震型ベース装置に対して外力が加わった場合には、地中連結部材13を介してベース本体11に結合された埋設板14が転倒や傾倒に対して抵抗するように機能し、転倒や傾倒を未然に防止して安定した設置を実現するベース装置が紹介されている。   Further, Patent Document 2 discloses an earthquake-resistant base device in which a block-shaped base body 11 on which an outdoor device installed outdoors is placed, a device connecting member 12 that connects the base and the outdoor device, and the base When an external force is applied to the seismic base device, the underground connecting member 13 is extended from the ground to the underground, and the embedded plate 14 is attached to the lower end of the underground connecting member. A base device that functions so that the embedded plate 14 coupled to the base main body 11 via the underground coupling member 13 resists toppling and tilting, and prevents stable toppling and tilting and realizes stable installation. It has been introduced.

しかし、このベース装置の場合、ある程度広い場所の場合は利用可能であるが、隣接した建物等があって、軒下に十分な設置スペース及び作業スペースが確保できない場合には利用ができないと共に工事が大掛りとなってコストが嵩むという問題がある。
また、特許文献3には、トッププレート付のアンカーの先端にスクリューを形成した4本のアンカーをX字型金具で連結し、この上にベースプレートを取り付けたスクリューアンカーが紹介されている。
しかし、このスクリューアンカーの場合、スクリューアンカーをねじ込んだときにトッププレートが直接地面に接するため、トッププレートの回転で地面を削ったり、地面にめり込んだりしてねじ込み量が安定せず、またベースプレートの水平が確保できないという問題がある。
However, this base device can be used in a relatively large area, but it cannot be used if there is an adjacent building, and sufficient installation space and work space cannot be secured under the eaves. There is a problem that the cost increases as a result.
Patent Document 3 introduces a screw anchor in which four anchors, each having a screw formed at the tip of an anchor with a top plate, are connected by an X-shaped bracket and a base plate is mounted thereon.
However, in the case of this screw anchor, when the screw anchor is screwed in, the top plate is in direct contact with the ground, so the rotation of the top plate shaves the ground or sinks into the ground, and the screwing amount is not stable. There is a problem that the level cannot be secured.

特開2008−223399号公報JP 2008-223399 A 特開2010−126948号公報JP 2010-126948 A 実用新案登録第3160003号公報Utility Model Registration No. 3160003

本発明は、狭い場所において設置が可能であると共に地震時においても転倒しないだけの十分な耐力を有し、かつ小型で軽量化が図られているために製作及び運搬等のコストが安く、一人でも施工作業ができ、水平を出し易い屋外機器設置用基礎を提供することを課題とする。   The present invention can be installed in a narrow place and has sufficient strength to prevent it from falling even in the event of an earthquake, and is small and light in weight. However, the task is to provide a foundation for outdoor equipment installation that allows construction work and is easy to level.

本発明は、上記した課題を解決する手段として、請求項1に記載の発明は、屋外機器設置用基礎として、a.平面視四角形のコンクリート製基板の上面中央に有底の落ち込み部を形成すると共に、この落ち込み部の中央にスパイラルアンカー挿入穴を形成し、かつ上面に機器固定手段を設けてなる基礎本体と、
b.アンカーシャフトの下端側にスパイラル羽根部を形成し、このアンカーシャフトの上端にネジ部と回転工具係合部を形成すると共にこのネジ部の下部に回転板を鍔状に固定してなるスパイラルアンカーと、
c.前記基礎本体のスパイラルアンカー挿入穴内に下方からスパイラルアンカーのネジ部側を挿入してこのネジ部を落ち込み部内に露出させたのち、このネジ部を下方から貫通させて上方に露出させることができる貫通穴を有し、かつ、前記基礎本体の落ち込み部の底面に密接自在の補強プレートと、
d.前記スパイラルアンカーのねじ込み位置を定める穴を中央に形成し、かつスパイラルアンカーの締め付ける力を地面に伝え、かつ回転板の回転が地面を掘り起こすのを防ぎ、かつ前記基礎本体の落ち込み部に露出するネジ部の寸法を安定化させるために地面に敷かれる設置板と、
e.前記基礎本体の下面と地面との間に挿入して基礎本体のレベルを調整し、かつ前記ナットを締め付ける際に基礎本体に伝わる力を地面に伝えるための水平調整板と、
f.前記スパイラルアンカーを前記設置板を介して地中にねじ込み、このスパイラルアンカーの回転板上に前記基礎本体を載せるようにして下面を当接させ、かつ前記補強プレートを基礎本体の落ち込み部内に落し込んでこの補強プレートの貫通穴からスパイラルアンカーの上端に形成したネジ部を露出させ、ここにねじ込んで締め付けることによりスパイラルアンカーに基礎本体を固定するナットと、
g.からなることを特徴とするものである。
The present invention provides a means for solving the above-described problems, and the invention according to claim 1 is a basis for installing outdoor equipment. Forming a bottomed depression at the center of the top surface of the concrete substrate having a square shape in plan view, forming a spiral anchor insertion hole at the center of the depression, and providing a device fixing means on the upper surface;
b. A spiral anchor formed by forming a spiral blade portion on the lower end side of the anchor shaft, forming a screw portion and a rotary tool engaging portion on the upper end of the anchor shaft, and fixing a rotating plate in a hook shape below the screw portion; ,
c. The threaded portion of the spiral anchor is inserted into the spiral anchor insertion hole of the base body from below, and the threaded portion is exposed in the lowered portion, and then the threaded portion can be penetrated from below and exposed upward. A reinforcing plate having a hole, and being freely close to the bottom surface of the depressed portion of the foundation body;
d. A screw which forms a hole for determining the screwing position of the spiral anchor in the center, transmits the tightening force of the spiral anchor to the ground, prevents the rotation of the rotating plate from digging up the ground, and is exposed to the sagging portion of the base body An installation plate laid on the ground to stabilize the dimensions of the part,
e. A leveling plate for adjusting the level of the foundation body by inserting between the lower surface of the foundation body and the ground, and transmitting the force transmitted to the foundation body when tightening the nut to the ground;
f. The spiral anchor is screwed into the ground through the installation plate, the lower surface is brought into contact with the rotating base plate of the spiral anchor so that the lower surface is brought into contact, and the reinforcing plate is dropped into the lowered portion of the basic body. The nut formed on the upper end of the spiral anchor is exposed from the through hole of the reinforcing plate, and the nut is fixed to the spiral anchor by screwing and tightening the nut.
g. It is characterized by comprising.

本発明によると、基礎本体は機器設置用の大きさで良く、然もスクリュー羽根付のスパイラルアンカーで基礎本体を地盤に固定するだけのため、施工は縦方向からの作業が主となり狭い場所での作業が可能となる。   According to the present invention, the foundation main body may be sized for equipment installation, but the foundation main body is simply fixed to the ground with a spiral anchor with screw blades. Work becomes possible.

また、基礎本体をスパイラルアンカーで固定するため、引き抜きに対する耐力が大きく、地震に際して転倒しない強い基礎の施工が可能となる。   Moreover, since the foundation main body is fixed with the spiral anchor, the strength against pulling out is large, and it is possible to construct a strong foundation that does not fall down in the event of an earthquake.

また、基礎は小型で軽量なために一人の作業員で施工ができると共に製作及び運搬等のコストも低減できると共に水平調整板を用いることにより基礎本体の水平が出し易い。   In addition, since the foundation is small and light, it can be constructed by one worker, and the costs for production and transportation can be reduced, and the foundation body can be easily leveled by using a leveling plate.

また、請求項2に記載の発明は、請求項1に記載の屋外機器設置用基礎において、前記スパイラルアンカーのネジ部の外形を二面幅の回転工具係合部となし、この回転工具係合部に回転工具を当てて回転することにより、スパイラルアンカーを地中にねじ込むことができるように構成してなることを特徴とするものである。   According to a second aspect of the present invention, in the outdoor equipment installation base according to the first aspect, the outer shape of the screw portion of the spiral anchor is formed as a two-sided rotating tool engaging portion, and the rotating tool engagement is performed. The spiral anchor can be screwed into the ground by rotating with a rotating tool applied to the part.

また、請求項3に記載の発明は、請求項1に記載の屋外機器設置用基礎において、前記スパイラルアンカーをねじ込む土壌に十分な耐力が得られない軟弱地盤の時に、この地盤の土に混入して耐力を高めるために用いられる土壌改良剤を設けてなることを特徴とするものである。   In addition, the invention according to claim 3 is mixed in the soil of the ground when the ground for installing outdoor equipment according to claim 1 is soft ground where sufficient strength cannot be obtained in the soil into which the spiral anchor is screwed. It is characterized by providing a soil conditioner that is used to increase the yield strength.

本発明の基礎は、スパイラルアンカーで基礎本体を固定するため地震時等の引き抜きに対して十分な耐力を確保できると共にスパイラル部をアンカーシャフトの下端側に2〜3パス程度形成するだけのため、地中に進入させるときにアンカーシャフトの周囲の土壌を崩さないことから、シャフト全体にスパイラル羽根部を形成した従来のスパイラルアンカーに比較して土壌の引き抜きに対する耐力を高めることができる。
また、設置板は、スパイラルアンカーのねじ込み位置を定め、かつスパイラルアンカーをねじ込む際に地面に回転板が接して削ったりするのを防ぎ、かつねじ込み量を安定させることができる。また、水平調整板は、基礎本体の四隅において地面との間に挿入されて基礎本体の水平を調整することができる。
Since the foundation of the present invention secures the foundation main body with a spiral anchor, it can ensure sufficient strength against pulling out during an earthquake and the like, and the spiral part is only formed on the lower end side of the anchor shaft about 2 to 3 passes, Since the soil around the anchor shaft is not broken when entering into the ground, the resistance against the extraction of the soil can be increased as compared with the conventional spiral anchor in which the spiral blade portion is formed on the entire shaft.
In addition, the installation plate can determine the screwing position of the spiral anchor, prevent the rotating plate from coming into contact with the ground when screwing the spiral anchor, and can stabilize the screwing amount. Further, the horizontal adjustment plate can be inserted between the four corners of the foundation body and the ground to adjust the level of the foundation body.

また、全体に小型化と部品点数が少ないために製作コストが安く、運搬がしやすいと共に一人でも施工ができると共に、各部材は順次たて方向から設置することができるため、軒下のような狭い場所でも作業がしやすい。   In addition, the overall size is small and the number of parts is low, so the manufacturing cost is low, it is easy to transport and can be installed by one person, and each member can be installed from the vertical direction. Easy to work in places.

本発明に係る基礎を構成する部材の分解斜視図。The exploded perspective view of the member which constitutes the foundation concerning the present invention. 基礎本体の説明図であって、(A)は平面図、(B)はA−A’線断面図、(C)はB−B’線断面図。It is explanatory drawing of a basic body, Comprising: (A) is a top view, (B) is A-A 'sectional view, (C) is B-B' sectional view. スパイラルアンカーの説明図であって、(A)は正面図、(B)はアンカー上部の説明図、(C)はアンカーの平面図。It is explanatory drawing of a spiral anchor, Comprising: (A) is a front view, (B) is explanatory drawing of an anchor upper part, (C) is a top view of an anchor. 基礎本体とスパイラルアンカーの係合関係を示す説明図であって、(A)は正面図、(B)は側面図、(C)は平面図。It is explanatory drawing which shows the engagement relationship of a base main body and a spiral anchor, Comprising: (A) is a front view, (B) is a side view, (C) is a top view. (A)〜(I)施工工程の説明図。(A)-(I) Explanatory drawing of a construction process. 機器を設置した状態の説明図。Explanatory drawing of the state which installed the apparatus.

図1〜図6を基にして本発明の実施例を詳細に説明する。 An embodiment of the present invention will be described in detail with reference to FIGS.

図1は、本発明の基礎において、施工時の位置関係を基に各部材に分解した状態の説明図である。この図1において、符号の1は基礎本体であって、この基礎本体1は、図1及び図2(A)〜(C)に示すような平面視四角形の金属製の枠1aとコンクリート製のブロック(板)で形成されていて、この上面中央には四角形の落ち込み部2が形成されていると共にこの落ち込み部2の中央には、横長のスパイラルアンカー挿入穴3が形成されている。
なお、このスパイラルアンカー挿入穴3は、2本のスパイラルアンカーを利用する場合であって、4本のスパイラルアンカーを利用する場合には、挿入穴3は2列に形成する。
FIG. 1 is an explanatory view showing a state in which each member is disassembled on the basis of the present invention based on the positional relationship during construction. In FIG. 1, reference numeral 1 denotes a base body, and the base body 1 is made of a metal frame 1a having a rectangular shape in plan view as shown in FIGS. 1 and 2A to 2C and a concrete body. A rectangular drop portion 2 is formed at the center of the upper surface, and a horizontally long spiral anchor insertion hole 3 is formed at the center of the drop portion 2.
This spiral anchor insertion hole 3 is a case where two spiral anchors are used, and when four spiral anchors are used, the insertion holes 3 are formed in two rows.

また、基礎本体1の上面四隅には、機器固定手段としてメスねじ製の固定孔4が設けてある。 Also, fixing holes 4 made of female screws are provided at the four corners of the upper surface of the base body 1 as device fixing means.

但し、この固定孔4に替えて固定用のアンカーボルトを突出させておくようにしても良く、機器を基礎本体1に固定する手段は特に限定しない。 However, a fixing anchor bolt may be projected in place of the fixing hole 4, and means for fixing the device to the foundation body 1 is not particularly limited.

5はスパイラルアンカーであって、このスパイラルアンカー5は、図1及び図3(A)〜(C)に示すようにアンカーシャフト5aの下端に2ピッチのスパイラル羽根部6が形成され、上端側には、二面幅の回転工具係合部7aとネジ部7及びこのネジ部7の下に円形の回転板8が鍔状に固定された構成である。 Reference numeral 5 denotes a spiral anchor. As shown in FIGS. 1 and 3A to 3C, the spiral anchor 5 has a two-pitch spiral blade portion 6 formed at the lower end of the anchor shaft 5a, and the upper end side thereof. Is a configuration in which a two-sided rotating tool engaging portion 7a, a screw portion 7, and a circular rotary plate 8 are fixed in a hook shape under the screw portion 7.

9は補強プレートであって、この補強プレート9は、前記基礎本体1に形成した落ち込み部2内に収まる大きさからなり、中央には前記スパイラルアンカー挿入穴3に合致する貫通穴10が形成されている。
なお、スパイラルアンカー5を4本使用する場合には、貫通穴10は2列に形成する。
Reference numeral 9 denotes a reinforcing plate, and the reinforcing plate 9 has a size that can be accommodated in the depressed portion 2 formed in the foundation body 1, and a through hole 10 that matches the spiral anchor insertion hole 3 is formed in the center. ing.
When four spiral anchors 5 are used, the through holes 10 are formed in two rows.

11はナットであって、前記スパイラルアンカー5のネジ部7にワッシャー12を介してねじ込み自在である。 Reference numeral 11 denotes a nut which can be screwed into the screw portion 7 of the spiral anchor 5 via a washer 12.

13は水平調整板であって、基礎本体1を地面に置いたときに、この基礎本体1の水平を出すために基礎本体1の下面と地面との間4ヶ所に挿入して用いられる。 A horizontal adjustment plate 13 is used by being inserted into four places between the bottom surface of the base body 1 and the ground in order to level the base body 1 when the base body 1 is placed on the ground.

14は設置板であって、前記スパイラルアンカー5を地中にねじ込む位置を定め、かつスパイラルアンカー5をねじ込むときに回転板8で地面を削ったりするのを防ぐためのもので、この中央には、スパイラル羽根部6の直径より大きい穴15と、この穴15内にスパイラルアンカー5のアンカーシャフト6が出入り自在の切り込み開口部16が形成されていて、この開口部16を介してスパイラルアンカー5から取り外すこともできる。 14 is an installation plate for determining the position where the spiral anchor 5 is screwed into the ground and for preventing the rotating plate 8 from scraping the ground when the spiral anchor 5 is screwed. A hole 15 larger than the diameter of the spiral blade 6 and a notch opening 16 into which the anchor shaft 6 of the spiral anchor 5 can freely enter and exit are formed in the hole 15, and from the spiral anchor 5 through the opening 16. It can also be removed.

次に、上記各部品を用いて行う基礎の施工工程を図5(A)〜(I)に基づいて説明する。 Next, the foundation construction process performed using each of the above components will be described with reference to FIGS.

先ず、図5(A)に示すように2枚の設置板14を設置場所において地面上に敷き、穴15で定められた位置に(B)に示すようにスパイラルアンカー5を立て、(C)に示すようにモンキーレンチ17を回転部7aに当てて回転させることにより回転板8が設置板14から少し浮いたところまで地中にねじ込む。 First, as shown in FIG. 5A, two installation plates 14 are laid on the ground at the installation location, and the spiral anchor 5 is erected at the position defined by the hole 15 as shown in FIG. As shown in FIG. 2, the rotating wrench 17 is screwed into the ground until it is slightly lifted from the installation plate 14 by rotating the monkey wrench 17 against the rotating portion 7a.

なお、実施例ではモンキーレンチ17を用いたが、専用の工具あるいは柄の大きなスパナ等により回転させるようにしても良く、この回転工具は実施例のモンキーレンチ17に限定されない。 In the embodiment, the monkey wrench 17 is used. However, the monkey wrench 17 may be rotated by a dedicated tool or a wrench having a large handle. The rotating tool is not limited to the monkey wrench 17 of the embodiment.

次に(D)に示すように回転板8を両手で持って矢印方向に力を掛けて引き抜きに対する耐力を確かめる。 Next, as shown in (D), holding the rotating plate 8 with both hands and applying a force in the direction of the arrow, the resistance to pulling is confirmed.

もし、この段階で耐力に不安があるときは、周囲の土壌中に市販の土壌改良剤を混合して耐力の強化を図る(請求項3)。   If there is anxiety about the yield strength at this stage, the soil is strengthened by mixing a commercially available soil improver in the surrounding soil (Claim 3).

以上により、スパイラルアンカー5は、回転板8と水平設置板14の接触面(下面)とスパイラル部分と土壌の接触面との摩擦抵抗で緩まない状態で固定される。 As described above, the spiral anchor 5 is fixed in a state where it is not loosened by the frictional resistance between the contact surface (lower surface) of the rotating plate 8 and the horizontal installation plate 14, the spiral portion, and the contact surface of the soil.

その際、スパイラルアンカー5には引張力(軸力)、土壌には圧縮力がかかり、それぞれが反発する力となる。 At that time, a tensile force (axial force) is applied to the spiral anchor 5 and a compressive force is applied to the soil, resulting in a repulsive force.

この力でスパイラルアンカー5は地中に固定される。 With this force, the spiral anchor 5 is fixed in the ground.

前記水平設置板14は、(E)に示すように接地面積を広げて緩みを防止するとともに、回転板8による地面の掘削(めり込み)を防止し、スパイラルアンカーシャフト5aのねじ部7の突出長を安定化させることで、基礎本体1の設置時のワッシャー12とナット11の取り付けを確実なものとしている。   The horizontal installation plate 14 increases the ground contact area to prevent loosening as shown in (E) and prevents excavation of the ground (rotation) by the rotating plate 8, and the protruding length of the screw portion 7 of the spiral anchor shaft 5a. As a result, the washer 12 and the nut 11 are securely attached when the foundation body 1 is installed.

次に、(F)に示すように、周囲に適宜砂18を撒いて周辺地面との高さを均一にしたのち、(G)に示すようにスパイラルアンカー5の回転板8が水平設置板14に当接するまでねじ込み、更に四ヶ所に水平調整板13を敷いて基礎本体1の水平を調整する。 Next, as shown in (F), sand 18 is appropriately put around and the height with the surrounding ground is made uniform, and then, as shown in (G), the rotary plate 8 of the spiral anchor 5 is placed on the horizontal installation plate 14. Then, it is screwed in until it comes into contact with, and further, leveling plates 13 are laid in four places to adjust the level of the foundation body 1.

次に(H)に示すように基礎本体1の挿入穴3に合わせてスパイラルアンカー5のねじ部7を通し、基礎本体1を回転板8、水平調整板13上に載せ、その上で落ち込み部2内に貫通穴10を利用して補強プレート9を落し込む。 Next, as shown in (H), the threaded portion 7 of the spiral anchor 5 is passed through the insertion hole 3 of the base body 1, and the base body 1 is placed on the rotating plate 8 and the horizontal adjustment plate 13, and the depression portion is placed thereon. 2, the reinforcing plate 9 is dropped using the through hole 10.

次に(I)に示すように補強プレート9上からワッシャー12をかませてナット11をねじ部7に締め込むことにより、基礎本体1をスパイラルアンカー5に固定する。 Next, as shown in (I), the base body 1 is fixed to the spiral anchor 5 by inserting the washer 12 from above the reinforcing plate 9 and tightening the nut 11 into the screw portion 7.

以上のように、強固に設置されたスパイラルアンカー5のねじ部7にナット11を締め付けると、スパイラルアンカーシャフト5aには引張力(軸力)、設置板14には圧縮力が作用してそれぞれ反発する力となる。 As described above, when the nut 11 is tightened on the screw portion 7 of the spiral anchor 5 that is firmly installed, a tensile force (axial force) is applied to the spiral anchor shaft 5a and a compression force is applied to the installation plate 14 to repel each other. Power to do.

この圧縮力が地面への加重側の力として働くことで、重量の重い基礎、例えば引用文献1と同等以上の機能を発揮する。 This compressive force works as a force on the load side to the ground, thereby exhibiting a function equivalent to or higher than that of a heavy foundation such as cited document 1.

地震などの外的要因が働いた場合でも、スパイラルアンカー5は土壌との引き抜き耐力によって抜けることなく、よって基礎本体1に設置された機器19が転倒することはない。   Even when an external factor such as an earthquake acts, the spiral anchor 5 does not come out due to the pulling resistance with the soil, and thus the device 19 installed on the foundation main body 1 does not fall down.

以上により基礎の施工は終り、あとは図6に示すように機器19を基礎本体1上に載置し、固定孔4に機器19側のボルトをねじ込むことで機器19の設置は終了する。 The construction of the foundation is completed as described above. After that, as shown in FIG. 6, the equipment 19 is placed on the foundation body 1, and the installation of the equipment 19 is completed by screwing the bolts on the equipment 19 side into the fixing holes 4.

次に、以上に説明した基礎を用いたときの強度テストの結果を示す。 Next, the result of the strength test when the above-described foundation is used will be shown.

機器19(貯湯ユニット)の大きさ:475×360×1990mm、
満水時:161kg、重心高さ:950mm
基礎本体1の大きさ:600×400×60mm
スパイラルアンカー5:アンカーシャフト5aの長さ800mm、シャフト直径22mm
スパイラル部6の長さ200mm、直径97mm
Equipment 19 (hot water storage unit) size: 475 × 360 × 1990 mm,
When full of water: 161 kg, center of gravity height: 950 mm
Basic body 1 size: 600 x 400 x 60 mm
Spiral anchor 5: anchor shaft 5a length 800mm, shaft diameter 22mm
Spiral part 6 length 200mm, diameter 97mm

上記機器19に対して基礎から1m(機器19の重心位置)のところにロープを掛け、水平方向から100kgの引っ張り力をかけたときの基礎本体1の傾きを角度計で計測したところ、1度の角度は計測されたが、この程度の傾きは何等問題とはならず、この値は、耐震設計上一般的な自重の40%以下の横揺れが機器19に加わった場合でも転倒しないことを証明しており、地震対策に極めて有効であることが確認できた。   When a rope is hung on the device 19 at a distance of 1 m from the foundation (the center of gravity of the device 19), and the inclination of the foundation body 1 is measured with an angle meter when a tensile force of 100 kg is applied from the horizontal direction, it is 1 degree. Although this angle was measured, this degree of inclination did not cause any problem, and this value indicates that even if a roll of 40% or less of the general weight of the seismic design is applied to the device 19, it will not fall over. It has been proved and confirmed to be extremely effective for earthquake countermeasures.

1 基礎本体
5 スパイラルアンカー
9 補強プレート
11 ナット
13 調整板
14 設置板
1 Foundation body 5 Spiral anchor 9 Reinforcing plate 11 Nut 13 Adjustment plate 14 Installation plate

Claims (3)

a.平面視四角形のコンクリート製基板の上面中央に有底の落ち込み部を形成すると共に、この落ち込み部の中央にスパイラルアンカー挿入穴を形成し、かつ上面に機器固定手段を設けてなる基礎本体と、
b.アンカーシャフトの下端側にスパイラル羽根部を形成し、このアンカーシャフトの上端にネジ部と回転工具係合部を形成すると共にこのネジ部の下部に回転板を鍔状に固定してなるスパイラルアンカーと、
c.前記基礎本体のスパイラルアンカー挿入穴内に下方からスパイラルアンカーのネジ部側を挿入してこのネジ部を落ち込み部内に露出させたのち、このネジ部を下方から貫通させて上方に露出させることができる貫通穴を有し、かつ、前記基礎本体の落ち込み部の底面に密接自在の補強プレートと、
d.前記スパイラルアンカーのねじ込み位置を定める穴を中央に形成し、かつスパイラルアンカーの締め付ける力を地面に伝え、かつ回転板の回転が地面を掘り起こすのを防ぎ、かつ前記基礎本体の落ち込み部に露出するネジ部の寸法を安定化させるために地面に敷かれる設置板と、
e.前記基礎本体の下面と地面との間に挿入して基礎本体のレベルを調整し、かつ前記ナットを締め付ける際に基礎本体に伝わる力を地面に伝えるための水平調整板と、
f.前記スパイラルアンカーを前記設置板を介して地中にねじ込み、このスパイラルアンカーの回転板上に前記基礎本体を載せるようにして下面を当接させ、かつ前記補強プレートを基礎本体の落ち込み部内に落し込んでこの補強プレートの貫通穴からスパイラルアンカーの上端に形成したネジ部を露出させ、ここにねじ込んで締め付けることによりスパイラルアンカーに基礎本体を固定するナットと、
g.からなる屋外機器設置用基礎。
a. Forming a bottomed depression at the center of the top surface of the concrete substrate having a square shape in plan view, forming a spiral anchor insertion hole at the center of the depression, and providing a device fixing means on the upper surface;
b. A spiral anchor formed by forming a spiral blade portion on the lower end side of the anchor shaft, forming a screw portion and a rotary tool engaging portion on the upper end of the anchor shaft, and fixing a rotating plate in a hook shape below the screw portion; ,
c. The threaded portion of the spiral anchor is inserted into the spiral anchor insertion hole of the base body from below, and the threaded portion is exposed in the lowered portion, and then the threaded portion can be penetrated from below and exposed upward. A reinforcing plate having a hole, and being freely close to the bottom surface of the depressed portion of the foundation body;
d. A screw which forms a hole for determining the screwing position of the spiral anchor in the center, transmits the tightening force of the spiral anchor to the ground, prevents the rotation of the rotating plate from digging up the ground, and is exposed to the sagging portion of the base body An installation plate laid on the ground to stabilize the dimensions of the part,
e. A leveling plate for adjusting the level of the foundation body by inserting between the lower surface of the foundation body and the ground, and transmitting the force transmitted to the foundation body when tightening the nut to the ground;
f. The spiral anchor is screwed into the ground through the installation plate, the lower surface is brought into contact with the rotating base plate of the spiral anchor so that the lower surface is brought into contact, and the reinforcing plate is dropped into the lowered portion of the basic body. The nut formed on the upper end of the spiral anchor is exposed from the through hole of the reinforcing plate, and the nut is fixed to the spiral anchor by screwing and tightening the nut.
g. A foundation for outdoor equipment installation.
前記スパイラルアンカーのネジ部の外形を二面幅の回転工具係合部となし、この回転工具係合部に回転工具を当てて回転することにより、スパイラルアンカーを地中にねじ込むことができるように構成してなる請求項1に記載の屋外機器設置用基礎。   The outer shape of the screw portion of the spiral anchor is a two-sided rotating tool engaging portion, and the rotating tool engaging portion is rotated against the rotating tool so that the spiral anchor can be screwed into the ground. The outdoor equipment installation foundation according to claim 1, which is configured. 前記スパイラルアンカーをねじ込む土壌に十分な耐力が得られない軟弱地盤の時に、この地盤の土に混入して耐力を高めるために用いられる土壌改良剤を設けてなる請求項1に記載の屋外機器設置用基礎。   The outdoor equipment installation according to claim 1, further comprising a soil conditioner that is mixed with the soil of the ground and used to increase the yield strength when the soil where the spiral anchor is screwed is not soft enough. For foundation.
JP2011288518A 2011-12-28 2011-12-28 Foundation for outdoor unit installation Pending JP2013136913A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
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
CN113062346A (en) * 2021-03-12 2021-07-02 中国长江三峡集团有限公司 Spiral anchor-anti-sinking plate-jacket composite foundation and construction method thereof
CN113071605A (en) * 2021-03-12 2021-07-06 中国长江三峡集团有限公司 Anchoring foundation suitable for floating type fan and construction method thereof
CN114454999A (en) * 2022-01-29 2022-05-10 中国长江三峡集团有限公司 Spiral type penetration plate anchor and construction method thereof
WO2022219883A1 (en) * 2021-04-14 2022-10-20 株式会社クリエイティブ・システム Anchor
JP7412816B1 (en) 2023-01-24 2024-01-15 株式会社三共 Tip part of ground-mounted anchor type fixture

Cited By (6)

* Cited by examiner, † Cited by third party
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
CN113062346A (en) * 2021-03-12 2021-07-02 中国长江三峡集团有限公司 Spiral anchor-anti-sinking plate-jacket composite foundation and construction method thereof
CN113071605A (en) * 2021-03-12 2021-07-06 中国长江三峡集团有限公司 Anchoring foundation suitable for floating type fan and construction method thereof
WO2022219883A1 (en) * 2021-04-14 2022-10-20 株式会社クリエイティブ・システム Anchor
CN114454999A (en) * 2022-01-29 2022-05-10 中国长江三峡集团有限公司 Spiral type penetration plate anchor and construction method thereof
JP7412816B1 (en) 2023-01-24 2024-01-15 株式会社三共 Tip part of ground-mounted anchor type fixture

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