JP6526324B2 - Equipment fixture - Google Patents

Equipment fixture Download PDF

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JP6526324B2
JP6526324B2 JP2018511856A JP2018511856A JP6526324B2 JP 6526324 B2 JP6526324 B2 JP 6526324B2 JP 2018511856 A JP2018511856 A JP 2018511856A JP 2018511856 A JP2018511856 A JP 2018511856A JP 6526324 B2 JP6526324 B2 JP 6526324B2
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holes
view
fixture
anchor bolt
hole
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JPWO2017179194A1 (en
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松尾 洋一
洋一 松尾
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Mitsubishi Electric Corp
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/44Foundations for machines, engines or ordnance

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  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
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  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
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Description

本発明は、コンクリート基礎にアンカーボルトを立設させて機器の固定に用いられる機器固定具である。   The present invention is an apparatus fixing tool used for fixing an apparatus by setting up an anchor bolt on a concrete foundation.

パワーコンディショナーに例示される機器が載置されるコンクリート基礎上には、機器を固定するためのアンカーボルトが立設される。コンクリート基礎上にアンカーボルトを立設させる方式には、打ち込み式、接着式または特許文献1に示す先行埋め込め式が例示される。打ち込み式および接着式では、コンクリートが硬化した後のコンクリート基礎に穴をあけて、その穴にアンカーボルトを差し込んでアンカーボルトが立設される。また、先行埋め込み式では、立設させる位置に予めアンカーボルトを設置しておき、そこに硬化前のコンクリートを流し込み、その後硬化させることで、コンクリート基礎上にアンカーボルトが立設される。   On a concrete foundation on which a device exemplified by the power conditioner is mounted, an anchor bolt for fixing the device is erected. As a method of erecting an anchor bolt on a concrete foundation, a driving method, an adhering method or a pre-loading method shown in Patent Document 1 is exemplified. In the drive-in type and the adhesive type, holes are made in the concrete foundation after the concrete has hardened, and anchor bolts are erected by inserting anchor bolts into the holes. In the case of the pre-embedding type, the anchor bolt is installed in advance at a position to be erected, the unhardened concrete is poured into it, and then the anchor bolt is erected on the concrete foundation by hardening.

特開2002−339374号公報JP 2002-339374 A

従来の打ち込み式および接着式による方式では、機器に形成された固定用の穴の位置に合わせたテンプレートを用いたり、実際に計測したりしてアンカーボルトを立設させる位置を決め、その位置にコンクリートドリルで穴を形成する必要がある。そのため、コンクリート基礎に穴を形成する手間および時間がかかってしまう。また、穴を形成する位置の計測を誤ってしまう可能性もある。   In the conventional drive-type and adhesion-type methods, the position where the anchor bolt is to be erected is determined by using a template matched to the position of the fixing hole formed in the device, or by actually measuring it. It is necessary to form a hole with a concrete drill. Therefore, it takes time and time to form a hole in the concrete foundation. In addition, there is a possibility that the measurement of the position where the hole is formed may be erroneous.

従来の先行埋め込み式による方式では、硬化前のコンクリートを流し込む前に、テンプレートで位置決めされたアンカーボルトを設置するか、または実際に計測した位置にアンカーボルトを設置する必要がある。この場合、コンクリートの硬化後にテンプレートを取り外す作業が必要になる。また、機器の大きさと同等のテンプレートを取り外したり、移動させたりする作業には手間がかかってしまう。   In the prior-type system, it is necessary to set an anchor bolt positioned by a template or to set the anchor bolt at a position actually measured before pouring concrete before hardening. In this case, it is necessary to remove the template after hardening the concrete. In addition, it takes time and effort to remove and move a template equal to the size of the device.

本発明は、上記に鑑みてなされたものであって、コンクリート基礎にアンカーボルトを立設させる作業の簡単化と時間の短縮化を図ることのできる機器固定具を得ることを目的とする。   This invention is made in view of the above, Comprising: It aims at obtaining the apparatus fixing tool which can achieve simplification of the operation | work which sets up an anchor bolt in a concrete foundation, and shortening of time.

上述した課題を解決し、目的を達成するために、本発明にかかる機器固定具は、棒状の第1部材と、第1部材と交差された棒状の第2部材と、第1部材の一端と他端および第2部材の一端と他端に設けられて、第1部材の延びる方向および第2部材の延びる方向と垂直な方向に延びるアンカーボルトと、第1部材と第2部材との交差部分に設けられて、第1部材と第2部材とを連結させる連結部と、第1部材の一端または他端と、第2部材の一端または他端とを連結させる第3部材と、を備える。   In order to solve the problems described above and achieve the object, an apparatus fixture according to the present invention comprises a rod-shaped first member, a rod-shaped second member crossed with the first member, and one end of the first member An anchor bolt provided at one end and the other end of the other end and the second member and extending in a direction perpendicular to the extending direction of the first member and the extending direction of the second member, and a crossing portion between the first member and the second member And a third member for connecting one end or the other end of the first member to one end or the other end of the second member.

本発明にかかる機器固定具は、コンクリート基礎にアンカーボルトを立設させる作業の簡単化と時間の短縮化を図ることができるという効果を奏する。   The device fixing tool according to the present invention has the effect of simplifying the work of erecting the anchor bolt on the concrete foundation and shortening the time.

本発明の実施の形態1にかかる機器固定具を用いて機器をコンクリート基礎に固定した状態を示す図The figure which shows the state which fixed the apparatus to the concrete foundation using the apparatus fixing tool concerning Embodiment 1 of this invention. 実施の形態1においてコンクリート基礎に固定される機器の斜視図The perspective view of the apparatus fixed to a concrete foundation in Embodiment 1 実施の形態1においてコンクリート基礎に固定される機器の平面図Top view of equipment fixed to concrete foundation in the first embodiment 実施の形態1にかかる機器固定具の斜視図A perspective view of the device fixture according to the first embodiment 実施の形態1にかかる機器固定具の平面図Top view of the device fixture according to the first embodiment 実施の形態1にかかる機器固定具の分解斜視図An exploded perspective view of the device fixture according to the first embodiment 実施の形態1の変形例1にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 1 of embodiment 1 実施の形態1の変形例2にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 2 of embodiment 1 実施の形態1の変形例3にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 3 of embodiment 1 実施の形態1の変形例4にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 4 of embodiment 1 実施の形態1の変形例5にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 5 of embodiment 1 実施の形態1の変形例6にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 6 of embodiment 1 実施の形態1の変形例7にかかる機器固定具の斜視図The perspective view of the equipment fixture concerning modification 7 of embodiment 1 実施の形態1の変形例8にかかる機器固定具の斜視図The perspective view of the apparatus fixture concerning the modification 8 of Embodiment 1 実施の形態1の変形例8にかかる機器固定具の平面図Top view of device fixture according to modified example 8 of embodiment 1

以下に、本発明の実施の形態にかかる機器固定具を図面に基づいて詳細に説明する。なお、この実施の形態によりこの発明が限定されるものではない。   Hereinafter, a device fixture according to an embodiment of the present invention will be described in detail based on the drawings. The present invention is not limited by the embodiment.

実施の形態1.
図1は、本発明の実施の形態1にかかる機器固定具を用いて機器をコンクリート基礎に固定した状態を示す図である。図2は、実施の形態1においてコンクリート基礎に固定される機器の斜視図である。図3は、実施の形態1においてコンクリート基礎に固定される機器の平面図である。
Embodiment 1
FIG. 1 is a view showing a state where the device is fixed to a concrete foundation by using the device fixing tool according to Embodiment 1 of the present invention. FIG. 2 is a perspective view of an apparatus fixed to a concrete foundation in the first embodiment. FIG. 3 is a plan view of the device fixed to the concrete foundation in the first embodiment.

図1に示すように、パワーコンディショナーに例示される機器1は、コンクリート基礎2上に機器固定具50を用いて固定される。機器固定具50にはアンカーボルト4,5,6,7が設けられており、アンカーボルト4,5,6,7はコンクリート基礎2上に立設されている。また、図2および図3に示すように、機器1にはアンカーボルト4,5,6,7を挿通させる穴11,12,13,14が形成されている。図3に示すように、穴11,12,13,14は、それぞれの中心が平面視において方形形状の頂点となる位置に形成されている。   As shown in FIG. 1, an apparatus 1 exemplified by a power conditioner is fixed on a concrete foundation 2 using an apparatus fixture 50. The anchor fasteners 4, 5, 6, 7 are provided in the device fixture 50, and the anchor bolts 4, 5, 6, 7 are erected on the concrete foundation 2. Further, as shown in FIG. 2 and FIG. 3, holes 11, 12, 13, 14 through which anchor bolts 4, 5, 6, 7 are inserted are formed in the device 1. As shown in FIG. 3, the holes 11, 12, 13 and 14 are formed at positions where the centers of the holes are the apexes of the square shape in plan view.

機器1に形成された穴11,12,13,14に、アンカーボルト4,5,6,7を挿通させ、ナット3をアンカーボルト4,5,6,7にねじ込むことで、図1に示すようにコンクリート基礎2上に機器1が固定される。   The anchor bolts 4, 5, 6, 7 are inserted through the holes 11, 12, 13, 14 formed in the device 1, and the nut 3 is screwed into the anchor bolts 4, 5, 6, 7 as shown in FIG. Thus, the device 1 is fixed on the concrete foundation 2.

次に、機器固定具50の詳細な構成について説明する。図4は、実施の形態1にかかる機器固定具50の斜視図である。図5は、実施の形態1にかかる機器固定具50の平面図である。図6は、実施の形態1にかかる機器固定具50の分解斜視図である。   Next, the detailed configuration of the device fixture 50 will be described. FIG. 4 is a perspective view of the device fixture 50 according to the first embodiment. FIG. 5 is a plan view of the device fixture 50 according to the first embodiment. FIG. 6 is an exploded perspective view of the device fixture 50 according to the first embodiment.

機器固定具50は、第1部材8と、第1部材8と交差する第2部材9と、第1部材8の端部と第2部材9の端部とを連結させる第3部材10と、第1部材8と第2部材9とを交差部分で連結させる連結部40と、アンカーボルト4,5,6,7とに分解可能となっている。第1部材8、第2部材9および第3部材10は、長方形形状の板部材で形成されており、全体として棒状の形状である。   The device fixture 50 includes a first member 8, a second member 9 intersecting the first member 8, and a third member 10 connecting an end of the first member 8 and an end of the second member 9; It can be disassembled into the connection part 40 which connects the 1st member 8 and the 2nd member 9 in the intersection part, and anchor bolt 4, 5, 6, 7. The first member 8, the second member 9, and the third member 10 are formed of rectangular plate members, and have a bar-like shape as a whole.

図6に示すように、第1部材8の一端8aには、アンカーボルト4がねじ込まれるねじ穴81が形成されている。また、第1部材8の他端8bには、アンカーボルト6がねじ込まれるねじ穴82が形成されている。このように、アンカーボルト4,6は第1部材8に対して着脱可能となっている。   As shown in FIG. 6, at one end 8 a of the first member 8, a screw hole 81 into which the anchor bolt 4 is screwed is formed. Further, at the other end 8 b of the first member 8, a screw hole 82 into which the anchor bolt 6 is screwed is formed. Thus, the anchor bolts 4 and 6 are detachable with respect to the first member 8.

ねじ穴81の中心と、ねじ穴82の中心との距離は、図3に示す平面視において方形形状の頂点に形成された穴11,12,13,14のうち、対角に位置する穴の中心同士の距離と等しくなっている。また、第1部材8の一端8aと他端8bとの中間部分には、穴83が形成されている。   The distance between the center of the screw hole 81 and the center of the screw hole 82 is the diagonal of the holes 11, 12, 13 and 14 formed at the apex of the square shape in plan view shown in FIG. It is equal to the distance between the centers. Further, a hole 83 is formed in an intermediate portion between the one end 8 a and the other end 8 b of the first member 8.

第2部材9の一端9aには、アンカーボルト5がねじ込まれるねじ穴91が形成されている。また、第2部材9の他端9bには、アンカーボルト7がねじ込まれるねじ穴92が形成されている。ねじ穴91の中心と、ねじ穴92の中心との距離は、図3に示す平面視において方形形状の頂点に形成された穴11,12,13,14のうち、対角に位置する穴の中心同士の距離と等しくなっている。すなわち、第1部材8におけるねじ穴81の中心とねじ穴82の中心との距離と、第2部材9におけるねじ穴91の中心とねじ穴92の中心との距離とは等しい。また、第2部材9の一端9aと他端9bとの中間部分には、穴93が形成されている。   At one end 9 a of the second member 9, a screw hole 91 into which the anchor bolt 5 is screwed is formed. Further, at the other end 9 b of the second member 9, a screw hole 92 into which the anchor bolt 7 is screwed is formed. The distance between the center of the screw hole 91 and the center of the screw hole 92 is the diagonal of the holes 11, 12, 13, 14 formed at the apex of the square shape in the plan view shown in FIG. It is equal to the distance between the centers. That is, the distance between the center of the screw hole 81 in the first member 8 and the center of the screw hole 82 is equal to the distance between the center of the screw hole 91 in the second member 9 and the center of the screw hole 92. Further, a hole 93 is formed in an intermediate portion between the one end 9 a and the other end 9 b of the second member 9.

第3部材10の一端10aには、第1部材8のねじ穴81にねじ込まれたアンカーボルト4を挿通させる穴101が形成されている。第3部材10の他端10bには、第2部材9のねじ穴91にねじ込まれたアンカーボルト5を挿通させる穴102が形成されている。穴101の中心と穴102の中心との距離は、図3に示す平面視において方形形状の頂点に形成された穴11,12,13,14のうち、短辺の両端に位置する穴の中心同士の距離と等しい。   At one end 10a of the third member 10, a hole 101 for inserting the anchor bolt 4 screwed into the screw hole 81 of the first member 8 is formed. The other end 10 b of the third member 10 is formed with a hole 102 through which the anchor bolt 5 screwed into the screw hole 91 of the second member 9 is inserted. The distance between the center of the hole 101 and the center of the hole 102 is the center of the hole located at each end of the short side among the holes 11, 12, 13, 14 formed at the apex of the square shape in plan view shown in FIG. It is equal to the distance between each other.

以上のように構成された第1部材8、第2部材9、第3部材10およびアンカーボルト4,5,6,7を以下に示すように組み立てることで機器固定具50が構成される。すなわち、穴83と穴93とが重なるように第1部材8と第2部材9とを交差させた状態で、穴83と穴93とに連結部40を挿通させ、第1部材8と第2部材9とを連結させる。連結部40は、例えばボルトである。ボルトの軸部に図示を省略したナットをねじ込んで、第1部材8と第2部材9との連結を強固なものにしてもよい。この状態において、アンカーボルト4,5,6,7は、第1部材8が延びる方向および第2部材9が延びる方向と垂直な方向に延びる姿勢となる。   The device fixture 50 is configured by assembling the first member 8, the second member 9, the third member 10, and the anchor bolts 4, 5, 6, 7 configured as described above as follows. That is, in a state where the first member 8 and the second member 9 intersect so that the hole 83 and the hole 93 overlap with each other, the connecting portion 40 is inserted through the hole 83 and the hole 93. The member 9 is connected. The connecting portion 40 is, for example, a bolt. A nut (not shown) may be screwed into the shaft portion of the bolt to make the connection between the first member 8 and the second member 9 strong. In this state, the anchor bolts 4, 5, 6, 7 are in a posture extending in a direction perpendicular to the direction in which the first member 8 extends and the direction in which the second member 9 extends.

また、第1部材8に形成されたねじ穴81,82にアンカーボルト4,6をねじ込む。また、第2部材9に形成されたねじ穴91,92にアンカーボルト5,7をねじ込む。また、第1部材8に形成されたねじ穴81にねじ込まれたアンカーボルト4と、第2部材9に形成されたねじ穴91にねじ込まれたアンカーボルト5とを、第3部材10の穴101,102に挿通させることで、図4および図5に示す機器固定具50が構成される。これは、第3部材10が第1部材8の一端8aと第2部材9の一端9aとを連結させることで、図4および図5に示す機器固定具50が構成されると換言することができる。   Further, the anchor bolts 4 and 6 are screwed into screw holes 81 and 82 formed in the first member 8. Further, the anchor bolts 5 and 7 are screwed into screw holes 91 and 92 formed in the second member 9. Further, the anchor bolt 4 screwed into the screw hole 81 formed in the first member 8 and the anchor bolt 5 screwed into the screw hole 91 formed in the second member 9 are the holes 101 of the third member 10. , 102, the device fixture 50 shown in FIGS. 4 and 5 is configured. In other words, the third member 10 connects the end 8a of the first member 8 and the end 9a of the second member 9 to configure the device fixture 50 shown in FIGS. 4 and 5. it can.

第3部材10の穴101,102にアンカーボルト4,5が挿通されることで、アンカーボルト4とアンカーボルト5との距離が固定されて、第1部材8と第2部材9との交差角度が固定される。これにより、アンカーボルト4,5,6,7同士の相対的な位置決めがなされる。より具体的には、平面視におけるアンカーボルト4,5,6,7同士の相対的な位置と、平面視における機器1の穴11,12,13,14同士の相対的な位置が一致する。   By inserting the anchor bolts 4 and 5 into the holes 101 and 102 of the third member 10, the distance between the anchor bolt 4 and the anchor bolt 5 is fixed, and the crossing angle between the first member 8 and the second member 9 Is fixed. Thereby, relative positioning of anchor bolt 4, 5, 6, 7 is made. More specifically, the relative positions of the anchor bolts 4, 5, 6, 7 in plan view coincide with the relative positions of the holes 11, 12, 13, 14 of the device 1 in plan view.

次に、機器固定具50を用いて機器1をコンクリート基礎2上に固定する手順について説明する。まず、コンクリート基礎2の外側面を囲む形状で形成された型枠(図示せず)の内側に機器固定具50を配置する。このとき、型枠の内側にはまだコンクリート基礎2は形成されていない。また、後の工程で形成されるコンクリート基礎2の上面よりもアンカーボルト4,5,6,7の先端が突出するように機器固定具50を配置する。   Next, a procedure for fixing the device 1 on the concrete foundation 2 using the device fixing tool 50 will be described. First, the equipment fixture 50 is disposed inside a form (not shown) formed in a shape surrounding the outer surface of the concrete foundation 2. At this time, the concrete foundation 2 has not yet been formed inside the formwork. In addition, the device fixing tool 50 is disposed such that the tips of the anchor bolts 4, 5, 6, 7 project beyond the upper surface of the concrete foundation 2 formed in a later step.

次に、型枠の内側に硬化前のコンクリートを流し込む。流し込んだコンクリートが硬化した後に型枠を取り外すことで、上面にアンカーボルト4,5,6,7が立設されたコンクリート基礎2が形成される。   Next, pour uncured concrete into the inside of the formwork. By removing the formwork after the poured concrete hardens, a concrete foundation 2 in which anchor bolts 4, 5, 6, 7 are erected on the upper surface is formed.

次に、コンクリート基礎2上に機器1を載置する。機器1を載置する際に、穴11,12,13,14にアンカーボルト4,5,6,7を挿通させる。穴11,12,13,14に挿通されたアンカーボルト4,5,6,7にナット3をねじ込むことで、コンクリート基礎2上に機器1が固定される。   Next, the device 1 is placed on the concrete foundation 2. When mounting the device 1, the anchor bolts 4, 5, 6, 7 are inserted through the holes 11, 12, 13, 14. The device 1 is fixed on the concrete foundation 2 by screwing the nut 3 into the anchor bolts 4, 5, 6, 7 inserted through the holes 11, 12, 13, 14.

以上説明した機器固定具50によれば、第1部材8等の各部材を組み立てることで、機器1の穴11,12,13,14に合わせた位置にアンカーボルト4,5,6,7を配置することができる。したがって、アンカーボルト4,5,6,7を配置する位置を計測する必要がないため、アンカーボルト4,5,6,7を立設させる作業の簡単化が図られる。   According to the device fixture 50 described above, the anchor bolts 4, 5, 6, 7 are positioned at the positions matched with the holes 11, 12, 13, 14 of the device 1 by assembling the members such as the first member 8. It can be arranged. Therefore, since it is not necessary to measure the position which arrange | positions anchor bolt 4, 5, 6, 7, the simplification of the work which sets up anchor bolt 4, 5, 6, 7 is achieved.

また、第1部材8、第2部材9および第3部材10はコンクリート基礎2の内部に配置されるため、第1部材8、第2部材9および第3部材10を取り外す必要がない。また、コンクリート基礎2の形成時にアンカーボルト4,5,6,7が立設されているため、コンクリート基礎2にアンカーボルト4,5,6,7を立設させるための穴をあける作業が不要となる。したがって、コンクリート基礎2にアンカーボルト4,5,6,7を立設させる作業の簡単化と時間の短縮化を図ることができる。   Further, since the first member 8, the second member 9 and the third member 10 are disposed inside the concrete foundation 2, there is no need to remove the first member 8, the second member 9 and the third member 10. Further, since the anchor bolts 4, 5, 6, 7 are erected at the time of formation of the concrete foundation 2, it is not necessary to make a hole for erecting the anchor bolts 4, 5, 6, 7 in the concrete foundation 2. It becomes. Therefore, simplification of the work which makes anchor bolts 4, 5, 6, 7 stand in concrete foundation 2, and shortening of time can be attained.

また、第1部材8、第2部材9、第3部材10、アンカーボルト4,5,6,7が別個の部材となっているため、型枠の内側に鉄筋が組まれている状態であっても、型枠の内側で機器固定具50を組み立てて、アンカーボルト4,5,6,7を立設させることが可能である。   In addition, since the first member 8, the second member 9, the third member 10, and the anchor bolts 4, 5, 6, 7 are separate members, a reinforcing bar is assembled inside the formwork. Even in this case, it is possible to assemble the device fixture 50 inside the formwork and set the anchor bolts 4, 5, 6, 7 upright.

なお、本実施の形態1では、第3部材10が平面視において方形に配置されるアンカーボルト4,5,6,7のうち短辺の両端となる位置に設けられたアンカーボルトを連結させているが、長辺の両端となる位置に設けられたアンカーボルトを連結させてもよい。   In the first embodiment, the anchor bolts provided at positions corresponding to both ends of the short side among the anchor bolts 4, 5, 6, 7 in which the third member 10 is disposed in a square in plan view are connected However, anchor bolts provided at both ends of the long side may be connected.

図7は、実施の形態1の変形例1にかかる機器固定具50の斜視図である。図7に示すように、第1部材8、第2部材9、第3部材10に山形鋼を用いてもよい。図8は、実施の形態1の変形例2にかかる機器固定具50の斜視図である。図8に示すように、第1部材8、第2部材9、第3部材10に溝形鋼を用いてもよい。図9は、実施の形態1の変形例3にかかる機器固定具50の斜視図である。図9に示すように、第1部材8、第2部材9、第3部材10にH形鋼を用いてもよい。このように、山形鋼、溝形鋼またはH型鋼を用いることで、剛性を維持しながら材料の使用量を減らして、機器固定具50の軽量化および低コスト化を図ることができる。なお、図8および図9に示すように、第1部材8、第2部材9、第3部材10を組み合わせるうえで干渉する部分には切欠が形成される。   FIG. 7 is a perspective view of the device fixture 50 according to the first variation of the first embodiment. As shown in FIG. 7, angle steel may be used for the first member 8, the second member 9, and the third member 10. FIG. 8 is a perspective view of the device fixture 50 according to the second modification of the first embodiment. As shown in FIG. 8, channel steel may be used for the first member 8, the second member 9, and the third member 10. FIG. 9 is a perspective view of the device fixture 50 according to the third modification of the first embodiment. As shown in FIG. 9, H-shaped steel may be used for the first member 8, the second member 9, and the third member 10. As described above, by using the angle steel, the channel steel or the H-shaped steel, it is possible to reduce the amount of material used while maintaining the rigidity and to reduce the weight and the cost of the device fixture 50. In addition, as shown to FIG. 8 and FIG. 9, in the part which interferes in combining the 1st member 8, the 2nd member 9, and the 3rd member 10, a notch is formed.

図10は、実施の形態1の変形例4にかかる機器固定具50の斜視図である。変形例4では、図4および図5に示した機器固定具50と同様に、第1部材8、第2部材9および第3部材10を板部材で形成しつつ、肉抜き穴15を形成することで、機器固定具50の軽量化およびコンクリートの充填性の向上が図られている。なお、肉抜き穴15を、アンカーボルト4,5,6,7をねじ込むことができるねじ穴とすれば、アンカーボルト4,5,6,7をねじ込む位置を変更することで、穴11,12,13,14の位置が異なる機器1の固定に用いることが可能となる。この場合、形状の異なる複数の機器1で固定用の機器固定部50の共通化を図ることができ、部品種類の低減による製造コストの抑制を図ることができる。   FIG. 10 is a perspective view of the device fixture 50 according to the fourth modification of the first embodiment. In the fourth modification, the lightening holes 15 are formed while the first member 8, the second member 9, and the third member 10 are formed of plate members, similarly to the device fixture 50 shown in FIGS. 4 and 5. This makes it possible to reduce the weight of the device fixture 50 and to improve the fillability of concrete. When the lightening holes 15 are screw holes into which the anchor bolts 4, 5, 6, 7 can be screwed, the holes 11, 12 can be changed by changing the screwing positions of the anchor bolts 4, 5, 6, 7. , 13 and 14 can be used to fix the device 1 which is different. In this case, the fixing device fixing portion 50 can be made common by the plurality of devices 1 having different shapes, and the manufacturing cost can be suppressed by reducing the kind of parts.

図11は、実施の形態1の変形例5にかかる機器固定具50の斜視図である。変形例5では、第1部材8、第2部材9および第3部材10を山形鋼で形成しつつ、肉抜き穴15を形成することで、機器固定具50の軽量化およびコンクリートの充填性の向上が図られている。なお、肉抜き穴15を、アンカーボルト4,5,6,7をねじ込むことができるねじ穴とすれば、アンカーボルト4,5,6,7をねじ込む位置を変更することで、穴11,12,13,14の位置が異なる機器1の固定に用いることが可能となる。   FIG. 11 is a perspective view of the device fixture 50 according to the fifth modification of the first embodiment. In the fifth modification, the first member 8, the second member 9, and the third member 10 are formed of angle steel, and the lightening hole 15 is formed to reduce the weight of the device fixture 50 and the filling property of concrete. Improvements are being made. When the lightening holes 15 are screw holes into which the anchor bolts 4, 5, 6, 7 can be screwed, the holes 11, 12 can be changed by changing the screwing positions of the anchor bolts 4, 5, 6, 7. , 13 and 14 can be used to fix the device 1 which is different.

図12は、実施の形態1の変形例6にかかる機器固定具50の斜視図である。変形例6では、第1部材8、第2部材9および第3部材10を溝形鋼で形成しつつ、肉抜き穴15を形成することで、機器固定具50の軽量化およびコンクリートの充填性の向上が図られている。なお、肉抜き穴15を、アンカーボルト4,5,6,7をねじ込むことができるねじ穴とすれば、アンカーボルト4,5,6,7をねじ込む位置を変更することで、穴11,12,13,14の位置が異なる機器1の固定に用いることが可能となる。   FIG. 12 is a perspective view of the device fixture 50 according to the sixth modification of the first embodiment. In the sixth modification, while forming the lightening holes 15 while forming the first member 8, the second member 9 and the third member 10 with a grooved steel, the weight reduction of the device fixture 50 and the fillability of concrete Improvement of the When the lightening holes 15 are screw holes into which the anchor bolts 4, 5, 6, 7 can be screwed, the holes 11, 12 can be changed by changing the screwing positions of the anchor bolts 4, 5, 6, 7. , 13 and 14 can be used to fix the device 1 which is different.

図13は、実施の形態1の変形例7にかかる機器固定具50の斜視図である。変形例7では、第1部材8、第2部材9および第3部材10をH型鋼で形成しつつ、肉抜き穴15を形成することで、機器固定具50の軽量化およびコンクリートの充填性の向上が図られている。なお、肉抜き穴15を、アンカーボルト4,5,6,7をねじ込むことができるねじ穴とすれば、アンカーボルト4,5,6,7をねじ込む位置を変更することで、穴11,12,13,14の位置が異なる機器1の固定に用いることが可能となる。   FIG. 13 is a perspective view of the device fixture 50 according to the seventh variation of the first embodiment. In the seventh modification, while the first member 8, the second member 9 and the third member 10 are formed of H-shaped steel, by forming the lightening holes 15, the weight of the device fixture 50 can be reduced and the concrete can be filled. Improvements are being made. When the lightening holes 15 are screw holes into which the anchor bolts 4, 5, 6, 7 can be screwed, the holes 11, 12 can be changed by changing the screwing positions of the anchor bolts 4, 5, 6, 7. , 13 and 14 can be used to fix the device 1 which is different.

図14は、実施の形態1の変形例8にかかる機器固定具50の斜視図である。図15は、実施の形態1の変形例8にかかる機器固定具50の平面図である。変形例8では、第1部材8と第2部材9とを連結部41で回転可能に予め連結させている。そのため、コンクリート基礎2を設ける現地で第1部材8と第2部材9とを連結させる作業を省略することができる。連結部41は、穴83,93(図6も参照)に差し込まれて第1部材8と第2部材9とを回転可能に連結させるハトメが例示される。この場合にも、第3部材10で、第1部材8と第2部材9とを連結させることで、アンカーボルト4,5,6,7を適切な位置に配置することができる。   FIG. 14 is a perspective view of the device fixture 50 according to the eighth modification of the first embodiment. FIG. 15 is a plan view of the device fixture 50 according to the eighth modification of the first embodiment. In the eighth modification, the first member 8 and the second member 9 are connected in advance rotatably by the connecting portion 41. Therefore, the work of connecting the first member 8 and the second member 9 can be omitted at the site where the concrete foundation 2 is provided. The connection portion 41 is exemplified by a eyelet which is inserted into the holes 83 and 93 (see also FIG. 6) and rotatably connects the first member 8 and the second member 9. Also in this case, by connecting the first member 8 and the second member 9 with the third member 10, the anchor bolts 4, 5, 6, 7 can be disposed at appropriate positions.

以上の実施の形態に示した構成は、本発明の内容の一例を示すものであり、別の公知の技術と組み合わせることも可能であるし、本発明の要旨を逸脱しない範囲で、構成の一部を省略、変更することも可能である。   The configuration shown in the above embodiment shows an example of the contents of the present invention, and can be combined with another known technique, and one of the configurations is possible within the scope of the present invention. Parts can be omitted or changed.

1 機器、2 コンクリート基礎、3 ナット、4,5,6,7 アンカーボルト、8 第1部材、8a 一端、8b 他端、9 第2部材、9a 一端、9b 他端、10 第3部材、10a 一端、10b 他端、11,12,13,14 穴、15 肉抜き穴、40,41 連結部、50 機器固定具、81,82 ねじ穴、83 穴、91,92 ねじ穴、93 穴、101,102 穴。   DESCRIPTION OF SYMBOLS 1 apparatus, 2 concrete foundation, 3 nut, 4, 5, 6, 7 anchor bolt, 8 1st member, 8a one end, 8b other end, 9 2nd member, 9a one end, 9b other end, 10 3rd member, 10a One end, 10b the other end, 11, 12, 13, 14 holes, 15 lightening holes, 40, 41 connection parts, 50 equipment fixtures, 81, 82 screw holes, 83 holes, 91, 92 screw holes, 93 holes, 101 , 102 holes.

Claims (6)

棒状の第1部材と、
前記第1部材と交差された棒状の第2部材と、
前記第1部材の一端と他端および前記第2部材の一端と他端に設けられて、前記第1部材の延びる方向および前記第2部材の延びる方向と垂直な方向に延びるアンカーボルトと、
前記第1部材と前記第2部材との交差部分に設けられて、前記第1部材と前記第2部材とを連結させる連結部と、
一端および他端に挿通穴が設けられ、前記アンカーボルトが前記挿通穴に挿通することにより前記第1部材の一端または他端と、前記第2部材の一端または他端とを連結させる第3部材と、を備えることを特徴とする機器固定具。
A rod-shaped first member,
A rod-shaped second member intersected with the first member;
An anchor bolt provided at one end and the other end of the first member and at one end and the other end of the second member, and extending in a direction perpendicular to the extending direction of the first member and the extending direction of the second member;
A connecting portion which is provided at an intersection between the first member and the second member and connects the first member and the second member;
A third member having an insertion hole at one end and the other end, and connecting the one end or the other end of the first member and one end or the other end of the second member by inserting the anchor bolt into the insertion hole And an apparatus fixture characterized by comprising.
前記アンカーボルトは、前記第1部材および前記第2部材に着脱可能とされ、
前記連結部は、ボルトであり、
前記第1部材および前記第2部材には、前記ボルトを貫通させる穴が形成されることを特徴とする請求項1に記載の機器固定具。
The anchor bolt is detachable from the first member and the second member,
The connecting portion is a bolt,
The device fixing tool according to claim 1, wherein a hole through which the bolt passes is formed in the first member and the second member.
前記連結部が、前記第1部材と前記第2部材とを回転可能に連結させるハトメであることを特徴とする請求項1に記載の機器固定具。   The device fixing tool according to claim 1, wherein the connecting portion is an eyelet that rotatably connects the first member and the second member. 前記第1部材、前記第2部材および前記第3部材は、山形鋼、溝形鋼またはH形鋼で形成されることを特徴とする請求項1に記載の機器固定具。   The fixture according to claim 1, wherein the first member, the second member and the third member are formed of angle steel, channel steel or H-shaped steel. 前記第1部材、前記第2部材および前記第3部材には、肉抜き穴が形成されていることを特徴とする請求項1に記載の機器固定具。   The device fixing tool according to claim 1, wherein a lightening hole is formed in the first member, the second member and the third member. 前記肉抜き穴は、前記アンカーボルトをねじ込むことができるねじ穴であることを特徴とする請求項5に記載の機器固定具。   The device fixing device according to claim 5, wherein the lightening hole is a screw hole into which the anchor bolt can be screwed.
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JPH0581340U (en) * 1992-04-06 1993-11-05 三星金属株式会社 Anchor bolt assembly stable support device
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